20050732 Ver 31_Site Plan_20150508

Strickland, Bev
From: Gareth Avant <GAvant @mckimcreed.com>
Sent: Friday, May 08, 2015 8:36 AM
To: Strickland, Bev
Cc: Ben Smith
Subject: RE: Briar Chapel - Boulder Point Extension DWQ# 050732 Ver 31
Bev,
As these files are a little large, I have provided a link for you to download these documents.
httos:// www. sendthisfile .com /iwio3aFAnAlaDo9EDGhuFiG9
From: Strickland, Bev [ mai Ito: bev.stricklandCa)ncdenr.govI
Sent: Wednesday, May 06, 2015 3:18 PM
To: Gareth Avant
Subject: Briar Chapel - Boulder Point Extension DWQ# 050732 Ver 31
Mr. Gareth,
Could you please send me the storm water plan large maps electronic, including the Flood Insurance map? My large
scanner is down.
Thanks
Bev
Beve�dy Storlicllldarmd, Laseorfiidl me AdrrflrflstraU)r
NCDENR - Division of Water Resources
Physical: Suite 1219, 512 N Salisbury, NC
Mailing: Mail Service Center 1617, Raleigh, NC 27699 -1617
Phone# 919 - 707 -8789
Email Address: Bev.Strickland @ncdenr.gov
This e -mail and any files transmitted with it are confidential
and intended solely for the use of the individual or entity to
whom they are addressed. If you have received this e -mail in
error please notify the system manager. Please note that any
views or opinions presented in this e -mail are solely those of
the author and do not necessarily represent those of the
company. Finally, the recipient should check this e -mail and
any attachments for the presence of viruses. The company
1

accepts no liability for any damage caused by any virus
transmitted by this e -mail.

BOULDER POINT DRIVE EXTENSION
CONSTRUCTION DOCUMENTS
U.S. HWY 15 -501 and MANN'S CHAPEL ROAD
COUNTY AND AGENCY CONTACTS
A. Chatham County
Planning Department
Dunlap Building
80 East Street
Pittsboro, NC 27312
(919) 542 -8204 phone
Contact: Jason Sullivan
Email: jason.sullivan @chathamnc.org
B. Chatham County
Environmental Services
Dunlap Building
80 East Street
Pittsboro, NC 27312
(919) 542 -0945 phone
Contact: Dan LaMontagne, PE
Email: dan.lamontagne @chathamnc.org
C. Chatham County
Soil Erosion and Sedimentation Control
Dunlap Building
80 East Street
Pittsboro, NC 27312
(919) 545 -8339 phone
Contact: Rachael Thorn
Email: rachael.thorn @chathamnc.org
D. Chatham County
Public Works
964 East Street, 2nd Floor, Suite 205
Pittsboro, NC 27312
(919) 545 -8530 phone
Contact: Larry Bridges
Email: [e-mail]
E. NCDOT
Division 8, District 1
300 DOT Drive
P.O. Box 1164
Asheboro, NC 27204
(336) 318 -4000 phone
Contact: Jeff B. Loflin, PE
Email: jloflin @ncdot.gov
F. NCDENR
Division of Water Quality
512 N. Salisbury St
Archdale Building, 9th Floor
Raleigh, NC 27604
(919) 807 -6373 phone
Contact: Boyd Devane
Email: boyd.devane @ncdenr.gov
G. NCDENR
Division of Environmental Health
Public Water Supply Section
1634 Mail Service Center
Raleigh, NC 27699 -1634
(919) 707 -9074 phone
Contact: Richard Dickie
Email: richard.dickie @ncdenr.gov
H. NCDENR
Division of Water Quality
Surface Water Protection
3800 Barrett Drive
Raleigh, NC 27609
(919) 791 -4200 phone
Contact: Danny Smith
Email: danny.smith @ncdenr.gov
CHATHAM C NORTH CAROLINA
DATE: APRIL 17, 2015
4 '006 Nhh' 0 1/ MANN'S CHAPEL RD
TO CHAPEL HILL
NORTH III
O
GREAT
RIDGE LO
PKWY V_
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PKWY
BOULDER 'ter BRIAR
SITE POINT DR L -- CHAPEL
r — �� � PKWY
AiypRewS STOR
_ -- RO
i
VENTY MAP
NOT TO SCALE � TO PITTSBORO
Fa
n.n.
•
by
Newland COMMUNITIES
VICINITY MAP
NTS
PROJECT DATA
NAME OF PROJECT:
BOULDER POINT DRIVE EXTENSION
CHATHAM COUNTY, NORTH CAROLINA
OWNER:
NNP BRIAR CHAPEL, LLC
16 WINDY KNOLL CIRCLE
CHAPEL HILL, NC 27516
PHONE: [phone]
FAX: [phone]
CONTACT: LEE BOWMAN
EMAIL: Ibowman @newlandco.com
MYO
McKIM & CREED
1730 VARSITY DRIVE, SUITE 500
RALEIGH,
NORTH CAROLINA 27606
PHONE:
(919) 233 -8091
FAX:
(919) 233 -8031
CONTACT:
GARETH AVANT, PE
EMAIL:
gavant @mckimcreed.com
PROJECT AREA: 3.59 ACRES
These improvements shall be constructed in
accordance with the following plans, and the Standard
Specifications of NCDOT and Chatham County.
NFI<M&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax [phone]
F -1222
www.mckimcreed.com
SHEET INDEX
CO.1
COVER SHEET
C0.2
EXISTING CONDITIONS /DEMOLITION PLAN
C1.1
SITE PLAN
C2.1
UTILITY PLAN
C3.1
STAGE 1
EROSION CONTROL PLAN
C3.2
STAGE 2
GRADING, DRAINAGE & EROSION CONTROL PLAN
C4.1
PLAN & PROFILE
BOULDER POINT EXTENSION
D1.1
DETAILS — EROSION AND SEDIMENTATION CONTROL
D1.2
DETAILS — EROSION AND SEDIMENTATION CONTROL
D2.1
DETAILS —NCDOT DRAINAGE
D2.2
DETAILS — ROADWAY TYPICAL SECTIONS
D2.3
DETAILS — GUARDRAIL DETAILS
D3.1
BMP #20 DETAILS
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036348
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CALL N.C. ONE
CALL CENTER
BEFORE YOU DIG
STOP
1- 800 - 632 -4949
AVOID UTILITY
DAMAGE /
FINAL DRAWINGS
FOR REVIEW PURPOSES ONLY
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THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, IN WRITING, OF ANY DISCREPANCIES OR OMISSIONS TO THE
TOPOGRAPHIC INFORMATION. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR CONFIRMING THE LOCATION (HORIZONTAL AND
VERTICAL) OF ANY BURIED CABLES, CONDUITS, PIPES, AND STRUCTURES (STORM SEWER, SANITARY SEWER, WATER, GAS,
TELEVISION, TELEPHONE, ETC.) WHICH IMPACT THE CONSTRUCTION SITE. THE CONTRACTOR(S) SHALL NOTIFY THE ENGINEER IF
ANY DISCREPANCIES ARE FOUND BETWEEN THE ACTUAL CONDITIONS VERSUS THE DATA CONTAINED IN THE CONSTRUCTION
PLANS. ANY COSTS INCURRED AS THE RESULT OF NOT CONFIRMING THE CONDUITS, PIPES, AND STRUCTURES SHALL BE BORNE
BY THE CONTRACTOR.
SURVEY REFERENCES:
DEED BOOK 1492, PAGE 581
DEED BOOK 1198, PAGE 510
DEED BOOK 833, PAGE 752
DEED BOOK 1461, PAGE 244
PROTECT EX. SANITARY SEWER
FORCE MAIN TO REMAIN (TYP.)—,
I \ \ INLET PROTEC ON
EX. CWD #30 �
(TO REMAIN)
I
UPSTREAM INV 53
DOWNSTREAM INV 53
PROTECT EX. VAL W
/ Ri
CONTRACTOR SHE
EX. DIVERSION DITCHES & CHECK
cV rcArmncecV f1nAicrcu /1nnA1
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/
GENERAL NOTES:
1. REFER TO THE FOLLOWING MCKIM & CREED, INC. CONSTRUCTION PLANS, AND ALL SUBSEQUENT CONSTRUCTION
BULLETINS FOR INFORMATION ON EXISTING SITE INFRASTRUCTURE:
— BRIAR CHAPEL — GRANITE MILL BOULEVARD AND BOULDER POINT DRIVE CONSTRUCTION PLANS
SEALED JUNE 8, 2010
— BRIAR CHAPEL — PHASE 5 NORTH CONSTRUCTION PLANS SEALED MARCH 30, 2011
— BRIAR CHAPEL — BRIAR CHAPEL PARKWAY AND BOULDER POINT DRIVE EXTENSION SEALED JANUARY 31, 2012
— BRIAR CHAPEL — PHASE 6 SOUTH CONSTRUCTION PLANS SEALED JANUARY 27, 2012
— BRIAR CHAPEL — GREAT RIDGE PARKWAY CONSTRUCTION PLANS SEALED APRIL 4, 2013.
— BRIAR CHAPEL — PHASE 7 CONSTRUCTION PLANS SEALED MAY 29, 2013.
— BRIAR CHAPEL — PHASE 8 CONSTRUCTION PLANS SEALED AUGUST 25, 2013.
— BRIAR CHAPEL — PHASE 9 CONSTRUCTION PLANS SEALED MAY 9, 2014.
— BRIAR CHAPEL — GRANITE MILL BOULEVARD REALIGNMENT PLANS SEALED JUNE 2, 2014.
— BRIAR CHAPEL — PHASE 11 CONSTRUCTION PLANS SEALED SEPTEMBER 9, 2014.
2. REFER TO THE FOLLOWING JOHN R. MCADAMS COMPANY, INC. CONSTRUCTION PLANS, AND ALL SUBSEQUENT
CONSTRUCTION BULLETINS FOR INFORMATION ON EXISTING SITE INFRASTRUCTURE:
— BRIAR CHAPEL — RECLAMATION FACILITY EROSION CONTROL PLAN SEALED JULY 29, 2005
— BRIAR CHAPEL — PHASE 1 CONSTRUCTION PLANS SEALED OCTOBER 21, 2005.
— BRIAR CHAPEL — WEST EXTENSION GRADING PLAN (INTERIM) SEALED MARCH 1, 2007.
— BRIAR CHAPEL — PHASE 3 CONSTRUCTION PLANS SEALED DECEMBER 4, 2006.
— BRIAR CHAPEL — PHASE 4 CONSTRUCTION PLANS SEALED JANUARY 15, 2007.
— BRIAR CHAPEL — WATER QUALITY PONDS 5 AND 6 CONSTRUCTION PLANS SEALED AUGUST 24, 2006.
— BRIAR CHAPEL — PUMP STATION CONSTRUCTION PLANS DATED APRIL 3, 2006.
— BRIAR CHAPEL — PHASE 4 — POD D CONSTRUCTION PLANS SEALED SEPT. 17, 2007.
— BRIAR CHAPEL — PHASE 3 & 4 EROSION CONTROL PLANS SEALED JULY 26, 2007.
— BRIAR CHAPEL — PHASE 5 SOUTH SECTION 1 CONSTRUCTION PLANS SEALED NOVEMBER 9, 2009.
— BRIAR CHAPEL — PHASE 5 SOUTH SECTION 2 CONSTRUCTION PLANS SEALED OCTOBER 8, 2009.
— BRIAR CHAPEL — PHASE 6 NORTH SECTIONS 1 AND 2 CONSTRUCTION PLANS SEALED OCTOBER 8, 2012.
3. THIS PROPERTY IS ZONED CC —CUD.
4. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS.
5. BEARINGS SHOWN HEREON ARE BASED ON NC GRID NAD83. THIS PROJECT IS LOCALIZED ABOUT NCGS MONUMENT
"MEACHAM" HAVING NC GRID COORDINATES N: 768,395.12', E: 1,963,424.93' USING A COMBINED FACTOR OF
0.99990676.
6. EXISTING TOPOGRAPHIC DATA IS BASED ON AERIAL MAPPING PERFORMED BY AVIOIMAGE MAPPING SERVICES IN
FEBRUARY 2010. ELEVATIONS ARE BASED ON NAVD 88 NCGS MONUMENT "F -92" WITH AN ELEVATION OF 476.06'.
7. HORIZONTAL AND VERTICAL CONTROL FOR THIS SITE WAS INSTALLED BY GPA PROFESSIONAL LAND SURVEYORS OF NC.
8. PROJECT IS LOCATED IN THE CAPE FEAR RIVER BASIN.
9. STREAM AND WETLAND LOCATIONS ARE BASED ON DELINEATIONS PROVIDED BY SOIL AND ENVIRONMENTAL CONSULTANTS
IN RALEIGH, NC — CONTACT NIKKI THOMSON AT 919 - 846 -5900.
10. NO PORTION OF THIS PROPERTY IS LOCATED IN SPECIAL FLOOD HAZARD AREA "AE" AS SHOWN ON FEMA FIRM MAP
#3710976500J DATED FEBRUARY 2, 2007.
SEAL
1 I ISSUED FOR PERMITTING 2015.04.17
I REV. NO. DESCRIPTIONS DATE
REVISIONS
SEAL
\,,, ,,\ I I I I I I I I ///,///
AX" =
036348
C., 04/17/2015
v
v qKM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F -1222
www.mckimcreed.com
DEMOLITION NOTES:
1. NO EARTH— DISTURBING ACTIVITIES SHALL COMMENCE UNTIL ALL PERIMETER EROSION CONTROL MEASURES
ARE IN PLACE IN ACCORDANCE WITH THE EROSION CONTROL SEQUENCE SHOWN IN THESE PLANS.
2. NO EARTH— DISTURBING ACTIVITY OR OTHER WORK SHALL TAKE PLACE WITHIN WETLAND AREAS NOTED ON
SURVEY. CONTRACTOR SHALL FIELD VERIFY WETLAND LIMITS FLAGGING IS IN PLACE AND SHALL NOT ENTER
WETLAND AREAS. IF WETLAND FLAGGING IS MISSING OR OTHERWISE DAMAGED, IT IS CONTRACTOR'S
RESPONSIBILITY TO NOTE WETLAND LIMITS AND PREVENT DISTURBANCE OR OTHER ACTIVITY WITHIN
WETLANDS.
3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE PROTECTION OF ALL PROPERTY CORNER
MONUMENTS, AND SHALL HAVE, AT HIS EXPENSE, ALL CORNER MONUMENTS REPLACED WHICH ARE
DISTURBED BY CONSTRUCTION ACTIVITIES.
4. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS, AT HIS EXPENSE,
DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB,
ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE PUBLIC DURING CONSTRUCTION, WHICH
INCLUDES, BUT IS NOT LIMITED TO, CONSTRUCTION FENCING, BARRICADES, SIGNAGE, ETC.
6. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH ALL REGULATIONS GOVERNING THE DEMOLITION,
REMOVAL, TRANSPORTATION AND DISPOSAL OF ALL DEMOLITION DEBRIS.
7. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA STANDARDS FOR EXCAVATION
AND TRENCHING PROCEDURES. CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, ETC. AS
NECESSARY FOR THESE OPERATIONS, AND SHALL COMPLY WITH ALL OSHA PERFORMANCE CRITERIA.
8. CONTRACTOR SHALL TAKE SPECIAL CARE TO PROTECT ALL UTILITIES AND APPURTENANCES TO REMAIN.
LEGEND-
- — — — — — — — — — — 10' NO BUILD BUFFER LINE
----- - - - - -- RIPARIAN BUFFER LINE
EX. CONTOUR
EX. POWER LINE EASEMENT
OVERHEAD POWER LINE
EX. FORCE MAIN EASEMENT
EX. SANITARY SEWER FORCE MAIN
EX. REUSE IRRIGATION MAIN
- EX. WATER MAIN
EX. STORM DRAINAGE PIPE
EX. LIMITS OF DISTURBANCE
BRIAR-7SKCHAPEL'�
by
Newland COMMUNITIES
BRIAR CHAPEL
BOULDER POINT DRIVE EXTENSION
CHATHAM COUNTY, NORTH CAROLINA
EXISTING CONDITIONS/
DEMOLITION PLAN
CALL N.C. ONE
CALL CENTER '006 Nb16,
BEFORE YOU DIG
STOP
1- 800 -632 -4949
AVOID UTIUTY 40
DAMAGE NORTH
50' 0 50' 100'
SCALE: 1 " =50' (Horiz.)
r
DATE:
-144
APRIL 17, 2015
MCE PROS. #
02735 -0113
D RAW N
BSS
DESIGNED
BSS
CHECKED
GCA
PRO3. MGR.
CHS
N/A
STATUS: FINAL DRAWINGS REVISION
FOR REVIEW PURPOSES ONLY 1
MBC FILE NUMBER
SCALE
C0.2
HORIZONTAL:
DRAWING NUMBER
1" = 50'
VERTICAL:
CO. 2
N/A
STATUS: FINAL DRAWINGS REVISION
FOR REVIEW PURPOSES ONLY 1

LEGEND-
- — — R/W LINE
-- FUTURE R/W LINE
EXISTING R/W LINE
HOA EASEMENT LINE
— — — — — — — — — — — PUBLIC UTILITY EASMENT LINE
PUBLIC DRAINAGE EASEMENT
EXISTING POWER LINE EASEMENT
OE OVERHEAD POWER LINE
----- - - - - -- 10' NO BUILD BUFFER LINE
----- - - - - -- RIPARIAN BUFFER LINE
• — BMP MAINENANCE & ACCESS EASEMENT
ROADWAY CENTERLINE
SITE GENERAL NOTES:
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY OWNER IF ANY DISCREPANCIES EXIST PRIOR TO CONSTRUCTION. NO
ADDITIONAL COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR
GRADES SHOWN INCORRECTLY ON THE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
2. REFER TO THE FOLLOWING MCKIM & CREED, INC. CONSTRUCTION PLANS, AND ALL SUBSEQUENT CONSTRUCTION
BULLETINS FOR INFORMATION ON EXISTING SITE INFRASTRUCTURE:
- BRIAR CHAPEL -
GRANITE MILL BOULEVARD AND BOULDER POINT DRIVE CONSTRUCTION PLANS
SEALED JUNE 8,
2010
- BRIAR CHAPEL -
PHASE 5 NORTH CONSTRUCTION PLANS SEALED MARCH 30, 2011
- BRIAR CHAPEL -
BRIAR CHAPEL PARKWAY AND BOULDER POINT DRIVE EXTENSION SEALED JANUARY 31, 2012
- BRIAR CHAPEL -
PHASE 6 SOUTH CONSTRUCTION PLANS SEALED JANUARY 27, 2012
- BRIAR CHAPEL -
GREAT RIDGE PARKWAY CONSTRUCTION PLANS SEALED APRIL 4, 2013.
- BRIAR CHAPEL -
PHASE 7 CONSTRUCTION PLANS SEALED MAY 29, 2013.
- BRIAR CHAPEL -
PHASE 8 CONSTRUCTION PLANS SEALED AUGUST 25, 2013.
- BRIAR CHAPEL -
PHASE 9 CONSTRUCTION PLANS SEALED MAY 9, 2014.
- BRIAR CHAPEL -
GRANITE MILL BOULEVARD REALIGNMENT PLANS SEALED JUNE 2, 2014.
3. REFER TO THE FOLLOWING JOHN R. MCADAMS COMPANY, INC. CONSTRUCTION PLANS, AND ALL SUBSEQUENT
CONSTRUCTION BULLETINS FOR INFORMATION ON EXISTING SITE INFRASTRUCTURE:
- BRIAR CHAPEL -
RECLAMATION FACILITY EROSION CONTROL PLAN SEALED JULY 29, 2005
- BRIAR CHAPEL -
PHASE 1 CONSTRUCTION PLANS SEALED OCTOBER 21, 2005.
- BRIAR CHAPEL -
WEST EXTENSION GRADING PLAN (INTERIM) SEALED MARCH 1, 2007.
- BRIAR CHAPEL -
PHASE 3 CONSTRUCTION PLANS SEALED DECEMBER 4, 2006.
- BRIAR CHAPEL -
PHASE 4 CONSTRUCTION PLANS SEALED JANUARY 15, 2007.
- BRIAR CHAPEL -
WATER QUALITY PONDS 5 AND 6 CONSTRUCTION PLANS SEALED AUGUST 24, 2006.
- BRIAR CHAPEL -
PUMP STATION CONSTRUCTION PLANS DATED APRIL 3, 2006.
- BRIAR CHAPEL -
PHASE 4 - POD D CONSTRUCTION PLANS SEALED SEPT. 17, 2007.
- BRIAR CHAPEL -
PHASE 3 & 4 EROSION CONTROL PLANS SEALED JULY 26, 2007.
- BRIAR CHAPEL -
PHASE 5 SOUTH SECTION 1 CONSTRUCTION PLANS SEALED NOVEMBER 9, 2009.
- BRIAR CHAPEL -
PHASE 5 SOUTH SECTION 2 CONSTRUCTION PLANS SEALED OCTOBER 8, 2009.
- BRIAR CHAPEL -
PHASE 6 NORTH SECTIONS 1 AND 2 CONSTRUCTION PLANS SEALED OCTOBER 8, 2012.
4. STREAM AND WETLAND LOCATIONS ARE BASED ON DELINEATIONS PROVIDED BY SOIL AND ENVIRONMENTAL
CONSULTANTS IN RALEIGH, NC - CONTACT NIKKI THOMSON AT 919 - 846 -5900.
5. A PORTION OF THIS PROPERTY IS LOCATED IN SPECIAL FLOOD HAZARD AREA "AE" AS SHOWN ON FEMA FIRM MAP
#3710976500J DATED FEBRUARY 2, 2007.
6. ALL PROPOSED ROADWAY DIMENSIONS AS SHOWN ARE MEASURED FROM BACK OF CURB TO BACK OF CURB, ALL
PROPOSED ALLEY DIMENSIONS AS SHOWN ARE MEASURED FROM EDGE OF PAVEMENT TO EDGE OF PAVEMENT,
UNLESS NOTED OTHERWISE.
7. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY NCDOT STREET OR HIGHWAY RIGHT -OF -WAY,
CONTACT NCDOT DISTRICT OFFICE AND OBTAIN ALL PERMITS AND ENCROACHMENTS. KEEP COPIES ON
CONSTRUCTION SITE. ALSO CONTACT NCDOT DISTRICT OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND
GUTTER AT 336 - 629 -1423.
8. REFER TO PLAN AND PROFILE SHEETS FOR DETAILED SANITARY SEWER AND STORM DRAINAGE INFORMATION WITHIN
PUBLIC ROADS AND PRIVATE ALLEYS.
CHATHAM COUNTY REQUIRED SITE NOTES
1. PROPERTY OWNER /DEVELOPER:
NNP BRIAR CHAPEL, LLC
16 WINDY KNOLL CIRCLE
CHAPEL HILL, NC 27516
PHONE: [phone]
2. SITE AKPAR #. 82024
ALIGNMENT LINE DATA
LINE #
LENGTH
BEARING
L7
100..35'
N64'00'70 "W
L2
753.62'
S85 °44'04 "W
L3
707.47'
N72 °77'53 "W
L4
796.11'
N83 °41'43 "W
ALIGNMENT CURVE DATA
CURVE #
ARCH LENGTH
RADIUS
CHORD BEARING
CHORD LENGTH
DELTA
C1
150.50'
750.00'
N77'56'48 "W
750.25'
77 29'50"
C2
237.09'
600.00'
N83 °73'54 "W
229.67'
22 °04'03"
C3
316.97'
600.00'
N79 °08'03 "W
313.24'
30 °15'46"
EX. OVERHEAD ELECTRIC
(Typ.)
OE BMP MAINTENANCE &
ACCESS EASEMENT
ill of
• OE
• \ of
PUBLIC DRAINAGE EASEMENT
15' EACH SIDE, 20' EACH END
�1 OF PIPE OR LAST STRUCTURE
— —
rj
c
PUBLIC DRAINAGE EASEMENT—' /
15' EACH SIDE, 20' EACH END / Q%
OF PIPE OR LAST STRUCTURE I
I
CHATHAM COUNTY
NO -BUILD BUFFER (TYP.)
CHATHAM COUNTY STREAM \
BUFFER (TYP.)
SEAL
1 I ISSUED FOR PERMITTING 2015.04.17
I REV. NO. DESCRIPTIONS
DATE
REVISIONS
zz-
` �\
SEAL
\ ,, , , , \ I I I I I I I I ///,//
,,
036348
C.• 04/17/2015
--I r—­-Q"wU1rK_.J1I DRIVF1 O-r
� : (2T S-13, 40' PUBLIC POW)
— — — — — — — — GUARDRAIL PLACED 0.5 FROM BACK OF C0.5' 4' PRIVATE U77LITY
EASEMENT (T1P.) 00
TAINING WALL 4' HOA EASEMENT Otl-
ESIGNED BY OTHERS) (TYP) +
v
v qKM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F -1222
www.mckimcreed.com
tl-
---V---- � - IFIVIIIII
PUBLIC DRAINAGE EASEMENTS �.
15' EACH SIDE, 20' EACH END
OF PIPE OR LAST STRUCTURE \ \�\� 71
CL Aj�
CHATHAM COUNTY 10' I I I pp \ �
NO -BUILD BUFFER (TYP.) '1 I I X 77E TO EX. BOULDER POINT-
I �
CHATHAM COUNTY STREAM DRIVE -
BUFFER (TYP.)� I I Qp pC
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BRIAR�CHAPEL'�
Newland COMMUNITIES
BRIAR CHAPEL
BOULDER POINT DRIVE EXTENSION
CHATHAM COUNTY, NORTH CAROLINA
SITE PLAN
ro
' CALL N.C. ONE
CALL CENTER
BEFORE YOU DIG
STOP
1- 800 -632 -4949
AVOID UTIUTY
DAMAGE /
4 '006N&.,
0
NORTH
50' 0 50' 100'
SCALE: 1 " =50' (Horiz.)
r
DATE:
-144
APRIL 17, 2015
MCE PROS. #
02735 -0113
D RAW N
BSS
DESIGNED
BSS
CHECKED
GCA
PROS. MGR.
CHS
SCALE
MBC FILE NUMBER
HORIZONTAL:
DRAWING NUMBER
AS NOTED
VERTICAL:
C 1 . 1
N/A
STATUS: FINAL DRAWINGS REVISION
FOR REVIEW PURPOSES ONLY 1

LEGEND:
R/W LINE
EXISTING R/W LINE
HOA EASEMENT LINE
— — — — — — — — — — — PUBLIC UTILITY EASEMENT LINE
PUBLIC DRAINAGE EASEMENT
EX. POWER LINE EASEMENT
OE OVERHEAD POWER LINE
— BMP MAINTENANCE & ACCESS EASEMENT
10' NO BUILD BUFFER LINE
RIPARIAN BUFFER LINE
EX. SANITARY SEWER FORCE MAIN
EX. REUSE IRRIGATION MAIN
............... ............................... .... ..................... ............................... EX. WATER MAIN
NEW STORM DRAINAGE PIPE
FUTURE ROAD
EX. ACCESS
DRIVE TO WWTF
PROTECT EX. WATER MAIN TO
REMAIN (TYP.)
% — —
FUTURE DRIVE) — — — ..
PROTECT EX. VALVES TO
REMAIN
\
36" RCP TO REMAIN
PUBLIC DRAINAGE EASEMENT
15' EACH SIDE, 20' EACH END
OF PIPE OR LAST STRUCTURE
\ \�...
PUBLIC DRAINAGE EASEMENT)
15' EACH SIDE, 20' EACH END
OF PIPE OR LAST STRUCTURE \
CHATHAM COUNTY
NO —BUILD BUFFER (TYPA
CHATHAM COUNTY STREAM II 1
BUFFER (TYP.)��
SEAL
1 I ISSUED FOR PERMITTING 2015.04.17
I REV. NO. DESCRIPTIONS DATE
REVISIONS
\
CONTRACTOR SHALL VERIFY
EXACT LOCATIONS OF EX.
TELEPHONE AND ELECTRIC
U 17LI TIES AND ENSURE THEY
ARE NOT DISTURBED DURING
CONSTRUCTION
UTILITY NOTES:
1. ALL SANITARY SEWER CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE
WITH CURRENT NCDENR & CHATHAM COUNTY STANDARDS, SPECIFICATIONS &
DETAILS.
2. ALL WATER MAIN CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH
CURRENT CHATHAM COUNTY STANDARDS, SPECIFICATIONS & DETAILS.
3. ALL PERMITS RELATING TO THIS PROJECT MUST BE OBTAINED PRIOR TO
CONSTRUCTION.
4. ALL WATER MAINS SHALL HAVE A MIN. OF 3' -6" OF COVER AS MEASURED
FROM FINISHED GRADE TO TOP OF PIPE AT THE LOCATION WHERE INSTALLED.
5. WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING
OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A
10 —FOOT LATERAL SEPARATION, IN WHICH CASE:
(1) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION
OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP
OF THE SEWER; OR
(2) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE
WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH,
AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18
INCHES ABOVE THE TOP OF THE SEWER.
WHERE A WATER MAIN CROSSES OVER A SANITARY SEWER, THE WATER MAIN
SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER
MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL
CONDITIONS OR BARRIERS PREVENT AN 18 —INCH VERTICAL SEPARATION — IN
WHICH CASE BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF
DUCTILE IRON AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN
STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF
CROSSING.
WHERE A WATER MAIN CROSSES UNDER A SANITARY SEWER, BOTH THE
WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON AND
WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF
10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER
MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.
SEE NCAC 15A, 18C, SECTION .0906.
6. CONTRACTOR SHALL USE A MIN. 20' SECTION DIP CLASS 350 CENTERED
UNDER STORMWATER PIPE WHERE 18" MIN. VERTICAL CLEARANCE CANNOT BE
MET BETWEEN STORMWATER AND WATER.
7. TRACER WIRE AND TRACER WIRE TEST STATIONS ARE TO BE INSTALLED ON
ALL WATER MAINS. TRACER WIRE TEST STATIONS ARE TO BE LOCATED AT ALL
FIRE HYDRANTS WITHIN A 3 FOOT RADIUS OF THE HYDRANT AND PREFERABLY
TO THE REAR OF THE HYDRANT.
8. WATER SERVICES SHALL BE EXTENDED FROM THE MAIN TO A METER BOX
LOCATED WITHIN THE RIGHT OF WAY. THE METER SHALL BE PLACED AT THE
EDGE OF THE SERVICED LOT'S RIGHT OF WAY LINE OR EASEMENT. SERVICE
LINE SHALL BE RUN ON A TRUE LINE FROM THE WATER MAIN TO THE METER
BOX, AND WHERE POSSIBLE, SERVICE LINE SHALL BE PERPENDICULAR TO THE
MAIN LINE. NO WATER BOXES OR VAULTS SHALL BE PLACED IN STREETS,
SIDEWALKS, PARKING AREAS, OR DRIVEWAYS.
9. MANHOLES SHALL BE SPACED A MAXIMUM DISTANCE OF 400 FEET APART.
10. MANHOLES SHALL BE INSTALLED AT EACH DEFLECTION OF LINE AND /OR
GRADE WITH A MINIMUM DROP OF 0.2 FEET. MANHOLES FOR SEWERS
GREATER THAN 21 INCHES IN DIAMETER SHALL BE 5 FOOT MANHOLES.
MANHOLES FOR SEWERS 12 FEET OR DEEPER SHALL BE MINIMUM 5 FOOT
DIAMETER. MANHOLE TOPS SHALL BE SET FLUSH WITH PAVEMENT WHERE
INSTALLED IN A STREET.
11. SERVICE CONNECTIONS FOR THE SANITARY SEWER LINES SHOULD BE
PERPENDICULAR FROM THE MAIN LINE TO THE EDGE OF THE SERVICED LOT'S
RIGHT OF WAY LINE OR EASEMENT WITH A MINIMUM GRADE OF 1/4
INCH /FOOT FOR 4 INCH AND .6 FOOT /100 FOOT FOR 6 INCH. ALL
CLEANOUTS SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE THE FINISHED
GRADE. WHERE A SERVICE LINE IS CONNECTED TO A MANHOLE, THE LINE
SHALL TERMINATE AT THE EDGE OF THE INVERT IN THE MANHOLE. NO
CLEANOUTS SHALL BE PLACED IN STREETS, SIDEWALKS, PARKING AREAS, OR
DRIVEWAYS.
12. ALL SANITARY SEWER LINES ARE 8" PVC SDR 35 UNLESS OTHERWISE NOTED
AND ALL WATER MAIN LINES ARE 6" DI CLASS 350 UNLESS OTHERWISE
NOTED. ALL SANITARY SEWER SERVICES ARE 4" SCHEDULE 40 PVC AND ALL
WATER MAIN SERVICES ARE 1".
13. MINIMUM COVER OF 5 FEET IN TRAFFIC AREAS TO BE PROVIDED FOR ALL
COLLECTOR LINES 4 INCHES AND LARGER. IF LESS THAN 5 FEET, DUCTILE
IRON PIPE SHALL BE REQUIRED.
14. USE WATERTIGHT RIMS FOR SANITARY SEWER MANHOLES LOCATED IN PAVED
ALLEYS.
15. SANITARY SEWER WITHIN PRIVATE EASEMENTS TO BE OWNED, OPERATED AND
MAINTAINED BY HOME OWNERS ASSOCIATION OR AGENT THEREOF.
16. WATER MAINS WILL BE 3.5' OFF CURB AND GUTTER UNLESS SHOWN
OTHERWISE.
17. ALL WATER MAINS WITHIN PUBLIC EASEMENTS AND PUBLIC RIGHT —OF —WAY TO
BE OWNED, OPERATED AND MAINTAINED BY CHATHAM COUNTY, AND WILL BE
CONTAINED WITHIN 20' WIDE PUBLIC WATER LINE EASEMENT (MINIMUM)
CENTERED ON THE PROPOSED WATER MAIN.
18. CONTRACTOR TO COORDINATE WITH CHATHAM COUNTY PUBLIC WORKS FOR
ALL IRRIGATION SLEEVE SIZING.
PUBLIC DRAINAGE EASEMENT
EX. DUKE POWER EASEMENT 15' EACH SIDE, 20' EACH END
OF PIPE OR LAST STRUCTURE
EX. 12' WA TER MAIN
/ EX. ELECTRIC (TYP,)
\ (TYP.)
\ '1
— —
SEAL
\ ,, , , , , I I I I I I I I 1//j//
,,
036348
6)%. 04/17/2015
0/till 111 I I\ 111
SEX. SEWER FORCE MAIN
4' HOA EASEMENT-1 (TYP.)
(TYP.)
v
v qKM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F -1222
www.mckimcreed.com
=X. TELEPHONE
PUBLIC DRAINAGE EASEMENT
15' EACH SIDE, 20' EACH END
OF PIPE OR LAST STRUCTURE
CONTRACTOR SHALL INSTALL CONCRE7
ENCASEMENT PER CHA774AM COUNTY STANDAA
DETAILS IF VERTICAL SEPARATION IS LESS 7HAN U
SEE DETAIL SHEET D2
PUBLIC DRAINAGE EASEMENT I
15' EACH SIDE, 20' EACH END I
OF PIPE OR LAST S7RUCTURE I
CHA 1HAM COUNTY 10'
NO —BUILD BUFFER (TYP.)
CHA7HAM COUNTY STREAM____ I
BUFFER (TYP.)
I
1 I
1 _ '
i
BRIAR EL'M
I by
Newland COMMUNITIES
I�
I
PROTECT EX. VALVES TO
REMAIN
I I
I I
I I
I I
\\
PROTECT EX. U77LITY
S7RUCIURES TO REMAIN
BRIAR CHAPEL
BOULDER POINT DRIVE EXTENSION
CHATHAM COUNTY, NORTH CAROLINA
UTILITY PLAN
END OF EX. BOULDER POINT
DRIVE CONSTRUCTION
' CALL N.C. ONE
CALL CENTER
BEFORE YOU DIG
STOP
1- 800 -632 -4949
AVOID UTIUTY
DAMAGE /
4 '006Nb6.,
0
NORTH
50' 0 50' 100'
SCALE: 1 " =50' (Horiz.)
r
DATE:
-144
APRIL 17, 2015
MCE PROS. #
02735 -0113
D RAW N
BSS
DESIGNED
BSS
CHECKED
GCA
PROS. MGR.
CHS
N/A
STATUS: FINAL DRAWINGS REVISION
FOR REVIEW PURPOSES ONLY 1
MBC FILE NUMBER
SCALE
C2.X
HORIZONTAL:
DRAWING NUMBER
1" = 50'
VERTICAL:
C2.1
N/A
STATUS: FINAL DRAWINGS REVISION
FOR REVIEW PURPOSES ONLY 1

LEGEND:
EXISTING POWER LINE EASEMENT
OE OVERHEAD POWER LINE
10' NO BUILD BUFFER LINE
RIPARIAN BUFFER LINE
sF \TPF COMBINATION SILT /TREE
PROTECTION FENCING
TPF TREE PROTECTION FENCING
EXISTING CONTOUR
PROPOSED CONTOUR
..... EX. LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
0 ADDITIONAL DISTURBED AREA
STAGE 1 DIVERSION DITCH
000000000 TEMPORARY CONSTRUCTION ENTRANCE
STAGE 1 CHECK DAM
STAGE 1 ARC FILTER INLET PROTECTION
STAGE 1 RIPRAP OUTLET PROTECTION
PLAN FOR REFERENCE ONLY
' CALL N.C. ONE `
CALL CENTER
BEFORE YOU DIG
STOP
1- 800 -632 -4949
AVOID UMUTY
\ DAMAGE /
4 '006 Nb16'
0
NORTH
PER BC WEST STORAGE POND .. �..,
\ \
/ NOTE. EX. EROSION CONTROL CLEARING AND GRUBBING PLAN
MEASURES APPROVED PER BC PHASE .: \ .. \ . \ ,.. ., ,. ,. .: \ •. MAIN�AIN EX. SlL T FENCE , ..
\ T
19 �i cnoinic nnin coiiooinic of Hole � � \ ....„ , � � , ., � � , , � ., �..... _ �.. � .., � i I I :. RFPdIR dA/Y dR�dC Wl -l�R� ,,.
SEAL
1 ISSUED FOR PERMITTING 2015.04.17
REV. NO. DESCRIPTIONS DATE
REVISIONS
SEAL
\ ,, , , , \ I I I I I I I I 1//j//
,,
%
��N...�?RO''
036348
C., 04/17/2015
v
v qKM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F -1222
www.mckimcreed.com
BRIAR-7SKCHAPEL'�
by
Newland COMMUNITIES
BRIAR CHAPEL
BOULDER POINT DRIVE EXTENSION
CHATHAM COUNTY, NORTH CAROLINA
STAGE 1
GRADING, DRAINAGE & EROSION
CONTROL PLAN
r
DATE:
-144
APRIL 17, 2015
MCE PROS. #
02735 -0113
D RAW N
BSS
DESIGNED
BSS
CHECKED
GCA
PROS. MGR.
CHS
SCALE
MBC FILE NUMBER
C3.X
HORIZONTAL:
DRAWING NUMBER
1" = 50'
VERTICAL:
C3.1
N/A
STATUS: FINAL DRAWINGS REVISION
FOR REVIEW PURPOSES ONLY 1

GENERAL NOTES:
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY OWNER IF ANY
DISCREPANCIES EXIST PRIOR TO CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE
PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
2. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL AT 1- 800 - 632 -4949 AT LEAST
48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING
UTILITIES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR
OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL ".
3. OVERHEAD ELECTRIC LINES MAY EXIST ON THE SITE. CONTRACTOR SHALL CONTACT DUKE
POWER AT (336) 634 -4633 PRIOR TO COMMENCING ANY ACTIVITY WITHIN 200 -FT OF DUKE
POWER RIGHT OF WAY.
4. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE AND ATTEND A PRECONSTRUCTION
CONFERENCE WITH CHATHAM COUNTY, OWNER AND ENGINEER.
5. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND,
ARE BASED ON BEST AVAILABLE RECORD DRAWINGS.
6. SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES GREATER THAN 3:1 (H: V)
SHALL BE APPROVED, PLACED AND COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL
ENGINEER. THESE SOILS SHALL BE COMPACTED TO THE STANDARD PROCTOR MAXIMUM DRY
DENSITY UNLESS OTHERWISE RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
7. ALL GRADED AREAS SHALL BE SLOPED SUCH THAT NO AREAS OF STANDING WATER OCCUR
AND ALL AREAS POSITIVELY DRAIN TO DRAINAGE STRUCTURES, SWALES OR STORMWATER
MANAGEMENT FACILITIES.
8. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS AND SHALL
REPLACE ALL MARKERS REMOVED IF DAMAGED DURING CONSTRUCTION.
9. CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING AS NECESSARY THROUGHOUT
CONSTRUCTION.
10. CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL PERMIT CONDITIONS, MONITORING AND
REPORTING REQUIREMENTS.
11. REFER TO SHEET D2.1 FOR PROPOSED ROAD CROSS SECTION DETAILS AND PAVEMENT
SCHEDULE.
12. GRADED SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH CURLER SINGLE NET
( CURLEX 1) MATTING BY AMERICAN EXCELSIOR COMPANY OR APPROVED EQUAL.
13. STREAM AND WETLAND LOCATIONS ARE BASED ON DELINEATIONS PROVIDED BY SOIL AND
ENVIRONMENTAL CONSULTANTS IN RALEIGH, NC - CONTACT SEAN CLARK AT
919 - 846 -5900.
14. NO PORTION OF THIS PROPERTY IS LOCATED IN SPECIAL FLOOD HAZARD AREA "AE" AS
SHOWN ON FEMA FIRM MAP #3710976500J DATED FEBRUARY 2, 2007.
15. EXISTING INFRASTRUCTURE AS SHOWN MAY BE UNDER CONSTRUCTION AND SHALL BE FIELD
VERIFIED BY CONTRACTOR.
-BRIAR CHAPEL PARKWAY AND BOULDER POINT DRIVE EXTENSION SEALED JANUARY 1,
2012
16. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY NCDOT STREET OR
HIGHWAY RIGHT -OF -WAY, CONTACT NCDOT DISTRICT OFFICE AND OBTAIN ALL PERMITS AND
ENCROACHMENTS AND KEEP COPIES ON CONSTRUCTION SITE AT ALL TIMES. ALSO CONTACT
NCDOT DISTRICT OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER AT
(336) 629 -1423.
STAGE 2 CONSTRUCTION SEQUENCE:
1. THE INTENT OF THE CONSTRUCTION SEQUENCE IS TO PROVIDE THE CONTRACTOR
WITH A GENERAL GUIDE FOR CONSTRUCTION PURPOSES. THIS SEQUENCE IS NOT
INTENDED TO OUTLINE ALL CONSTRUCTION ACTIVITIES ON THIS PROJECT.
2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE CHATHAM COUNTY SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE.
3. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER
RAINFALL EVENTS. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY.
4. IF IT IS DETERMINED DURING CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS
LEAVING THE SITE, DESPITE PROPER IMPLEMENTATION AND MAINTENANCE, THE
CONTRACTOR IS OBLIGATED TO TAKE ADDITIONAL CORRECTIVE ACTION. CONTACT
CHATHAM COUNTY ENVIRONMENTAL QUALITY DEPARTMENT, OWNER'S
REPRESENTATIVE AND ENGINEER WITH ANY ADDITIONAL MEASURES NEEDED.
5. CONTRACTOR SHALL ESTABLISH GROUNDCOVER ON DISTURBED AREAS WITHIN THE
NUMBER OF CALENDAR DAYS AFTER COMPLETION OF GRADING PER THE SCHEDULE
BELOW:
GRADUAL SLOPES: (14) CALENDAR DAYS
MODERATE SLOPES: (10) CALENDAR DAYS
STEEP SLOPES: (7) CALENDAR DAYS
SLOPES ARE AS DEFINED IN THE CHATHAM COUNTY SOIL EROSION AND
SEDIMENTATION CONTROL ORDINANCE.
6. CONTRACTOR TO POST EROSION CONTROL PERMIT PROMINENTLY ON SITE AT ALL
TIMES.
7. TEMPORARY CONSTRUCTION ENTRANCES, TEMPORARY DIVERSION DITCHES, SILT
FENCING, TREE PROTECTION FENCING AND TEMPORARY SKIMMER BASINS WERE
INSTALLED AS PART OF THE BC WESTERN STORAGE POND AND BC PHASE 15
CLEARING AND GRUBBING PLANS. CONTRACTOR SHALL INSPECT THESE DEVICES TO
ENSURE COMPLIANCE PRIOR TO FINAL GRADING OPERATIONS.
8. BEGIN FINAL GRADING OPERATIONS FOR ROADWAY.
9. AS ELEVATIONS ARE BROUGHT TO FINAL GRADES AND STORM PIPING IS INSTALLED
IN ROADWAY SECTIONS, CONTRACTOR SHALL INSTALL HARDWARE CLOTH AND
GRAVEL INLET PROTECTION AS SHOWN ON PLANS.
10. CONTRACTOR SHALL ENSURE THAT ALL SEDIMENT LADEN RUNOFF IS DIRECTED TO
ROADWAY INLET PROTECTION PRIOR TO REMOVAL OF ANY SKIMMER SEDIMENT
BASINS. NO BASINS SHALL BE REMOVED UNTIL INSPECTED AND APPROVED BY
CHATHAM COUNTY SESC STAFF.
11. PERFORM SEEDING AND MULCHING AS REQUIRED IN ACCORDANCE WITH THE
TEMPORARY AND PERMANENT SEEDING SCHEDULES LOCATED ON SHEET D1.2 AND
NOTE #5 OF THIS SEQUENCE
12. ONCE GROUNDCOVER HAS BEEN ESTABLISHED AND OTHER CONSTRUCTION IS
COMPLETE, CONTACT CHATHAM COUNTY SOIL EROSION AND SEDIMENTATION AND
ENGINEER FOR SITE INSPECTION BEFORE REMOVING ANY TEMPORARY EROSION
CONTROL MEASURES OR CONVERTING BASINS TO PERMANENT BMPs.
LIMITS OF DISTURBANCE NOTES:
1. SILT FENCE AND TREE PROTECTION FENCE LINES ALSO DELINEATE THE LIMITS OF
DISTURBANCE. ALL SILT FENCING OR TREE PROTECTION FENCING SHALL BE
INSTALLED INSIDE LIMITS OF DISTURBANCE.
2. LIMITS OF DISTURBANCE BEYOND PREVIOUSLY APPROVED AREAS: 1.35 ACRES
STORM DRAINAGE NOTES:
1. STORM DRAINAGE PIPES SHALL BE:
• RCP /CLASS III FOR STORM DRAINAGE INSIDE PUBLIC RIGHT -OF -WAY OR
CONNECTING INTO STRUCTURE INSIDE PUBLIC RIGHT -OF -WAY IN ACCORDANCE
WITH NCDOT STANDARDS UNLESS NOTED OTHERWISE.
2. ALL CONCRETE SHALL MEET A MINIMUM 3,000 PSI COMPRESSIVE STRENGTH.
3. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE
WALL.
4. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE
POINTED UP AND SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR
MIXED TO MANUFACTURER'S SPECIFICATIONS.
5. ALL BACKFILL SHALL BE NON- PLASTIC IN NATURE, FREE FROM ROOTS,
VEGETATION MATTER, WASTE CONSTRUCTION MATERIAL OR OTHER
OBJECTIONABLE MATERIAL. UTILIZED MATERIAL SHALL BE CAPABLE OF BEING
COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW
OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF
ROLLING.
6. MATERIALS DEEMED AS UNSUITABLE FOR BACKFILL PURPOSES BY THE OWNER'S
REPRESENTATIVE SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL.
7. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE
IS LAID. THE FILL AROUND THE PIPE SHALL BE THOROUGHLY COMPACTED TO
95% OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR
TEST. THE TOP EIGHT (8) INCHES SHALL BE COMPACTED TO 100% STANDARD
PROCTOR.
8. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN
UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED.
9. ALL FLARED END SECTIONS DISCHARGING INTO WATER QUALITY PONDS WILL
HAVE A CONCRETE PAD POURED UNDERNEATH THE FLARED END SECTION IN
ACCORDANCE WITH PROVIDED CONSTRUCTION DETAILS.
10. RIM ELEVATIONS OF STORM DRAIN STRUCTURES SHALL BE FIELD VERIFIED.
11. STORM DRAINAGE WITHIN PRIVATE EASEMENTS TO BE OWNED, OPERATED AND
MAINTAINED BY HOME OWNER'S ASSOCIATION OR AGENT THEREOF.
12. LENGTHS SHOWN FOR STORM DRAINAGE PIPES ARE MEASURED FROM CENTER
OF STORM STRUCTURES AND TO ENDS OF FLARED END SECTIONS. SLOPES
CALCULATED ARE BASED ON THIS LENGTH.
13. CB DENOTES CATCH BASINS TO BE INSTALLED IN THE CENTERS OF PAVED
ALLEYS AND NON -PAVED AREAS. REFER TO NCDOT DETAILS 840.19 AND
840.24 ON SHEET D -2.2.
14. CI DENOTES CURB INLETS TO BE INSTALLED IN THE CURB LINES OF ROADWAYS.
REFER TO NCDOT DETAILS 840.02 AND 840.03 ON SHEET D -2.2.
.............
FUTURE
SEAL
1 I ISSUED FOR PERMITTING 2015.04.17
I REV. NO. DESCRIPTIONS DATE
REVISIONS
SEAL
036348
C., 04/17/2015
v
N4
qKM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F -1222
www.mckimcreed.com
RETAINING WALL NOTES:
1. RETAINING WALL DESIGN IS BY OTHERS. OWNER SHALL PROCURE A
QUALIFIED RETAINING WALL DESIGNER FOR THE PROJECT. RETAINING
WALL INFORMATION SHOWN ON THESE PLANS ARE FOR LOCATION
AND GRADE INFORMATION ONLY. OWNER RESPONSIBLE FOR
PROVIDING NECESSARY INFORMATION TO WALL DESIGNER AS
REQUIRED FOR PROPER DESIGN OF RETAINING WALLS.
2. TOP GRADE OF WALL AND BOTTOM GRADE OF WALL SPECIFIED IN
PLANS ARE INTENDED TO BE THE FINISHED PAVEMENT OR EARTH
GRADE. THE WALL DESIGNER SHALL ADJUST SHOP DRAWING WALL
ELEVATIONS FOR THE TOP AND BOTTOM OF WALL TO MEET SPECIFIC
PRODUCT DESIGN CRITERIA AND WALL GEOMETRY AS NECESSARY TO
ACHIEVE DESIRED FINISHED GRADES. THE HORIZONTAL WALL
LOCATION AS SHOWN IS THE FINISHED LOCATION OF THE BOTTOM
OF WALL. THE WALL DESIGNER SHALL COORDINATE WITH THE
ENGINEER TO VERIFY WHETHER CONFLICTS EXIST. THE WALL
DESIGNER SHALL NOTIFY THE ENGINEER IN CASE OF ANY
CONFLICTS, INCLUDING BUT NOT LIMITED TO EXISTING OR PROPOSED
UTILITIES, WALL BATTER, GEOGRID PLACEMENT, ETC., OR IF ANY
ASPECT OF WALL PLACEMENT CAN NOT BE ACCOMPLISHED. ALL
WORK RELATED TO THE RETAINING WALL CONSTRUCTION SHALL BE
ACCOMPLISHED WITHIN THE BOUNDARIES OF THE PROJECT
PROPERTY, WITHOUT IMPACTING BUFFERS.
3. IT IS THE RESPONSIBILITY OF THE OWNER AND WALL DESIGNER TO
ASSURE THAT THE REQUIRED SOIL BEARING PRESSURE,
SUBSURFACE DRAINAGE AND SURFACE DRAINAGE ARE ACHIEVED AS
RELATED TO THE RETAINING WALL DESIGN. THIS SHOULD BE
VERIFIED BY A GEOTECHNICAL ENGINEER. SPECIAL ATTENTION IS
REQUIRED TO ENSURE BEARING CAPACITY HAS BEEN ACHIEVED AT
LOCATIONS WHERE PIPE PENETRATIONS ARE TO OCCUR. IT SHALL
BE THE RESPONSIBILITY OF THE CLIENT TO PROVIDE QUALITY
CONTROL / QUALITY ASSURANCE TESTING ASSOCIATED WITH THE
WALL CONSTRUCTION. THE GEOTECHNICAL ENGINEER OR WALL
DESIGNER SHALL PROVIDE ANY CERTIFICATIONS AS MAY BE
REQUIRED TO SHOW COMPLIANCE WITH ORIGINAL DESIGN DOCUMENTS
AS RELATED TO THE WALL DESIGN AND CONSTRUCTION.
!� � ��jl I•�1 ��YL�lI �l L��YL�
SELF - INSPECTION PROGRAM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006
TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND - DISTURBING
ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT
TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE
DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1,
2010. THE SELF - INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
SELF - MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF - INSPECTION
REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND
SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED
PLAN. THE INSPECTIONS MUST BE CONDUCTED AFTER EACH PHASE OF
THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS
ESTABLISHED IN ACCORDANCE WITH NCGS 113A -54.1 AND 15A NCAC
4B.0131. THE SELF - INSPECTION REPORT FORM IS AVAILABLE AS AN
EXCEL SPREADSHEET FROM
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE
CONTACT THIS OFFICE AT (919) 791 -4200.
NPDES GROUNDCOVER STABILIZATION TIMEFIRAMES
SITE AREA
STABILIZATION
TIMEFRAME
DESCRIPTION
PIPE
DIAMETER
EXCEPTIONS
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES,
522.20
522.00
SLOPES
RCP
24.2
HIGH QUALITY WATER
7 DAYS
NONE
(HQW) ZONES
52230
18"
SLOPES STEEPER
7 DAYS
14 DAYS FOR SLOPES
THAN 3:1
DBL Cl -BPD -4
10' OR LESS IN
529.65
15"
LENGTH AND NOT
24.5
0.82%
STEEPER THAN 2:1
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR SLOPES
FLATTER
RCP
GREATER THAN 50' IN
5.06%
PRINCIPLE SPILLWAY
LENGTH
ALL OTHER AREAS
14 DAYS
NONE, EXCEPT FOR
WITH SLOPES FLATTER
110.5
PERIMETERS AND HQW
THAN 4:1
ZONES
STORM DRAINAGE SUMMARY TABLE
UPSTREAM
STRUCTURE
DOWNSTREAM
STRUCTURE
UPSTREAM
INVERT
DOWNSTREAM
INVERT
PIPE
DIAMETER
PIPE
MATERIAL
LENGTH
(ft)
SLOPE
DBL Cl -BPD -1
HW -BPD -6
522.20
522.00
18"
RCP
24.2
0.83%
DBL CI -BPD -2
DBL CI -BPD -1
522.50
52230
18"
RCP
24.5
0.829
DBL CI -BPD -3
DBL Cl -BPD -4
529.85
529.65
15"
RCP
24.5
0.82%
DBL CI -BPD -4
FES -BPD -5
526.00
524.00
15"
RCP
39.5
5.06%
PRINCIPLE SPILLWAY
HW- BPD -11
51723
515.90
18"
RCP
110.5
1.21%
BRIAR-7SKCHAPEL'�
by
Newland COMMUNITIES
15011.
TEMPORARY CONSTRUCTION
ENTRANCE
RIPRAP OUTLET PROTECTION
ADDITIONAL DISTURBED AREA
COMBINATION SILT /TREE PROTECTION
FENCE
TEMPORARY DIVERSION DITCH
EXISTING CONTOUR
PROPOSED CONTOUR
............... EX. LIMITS OF DISTURBANCE
m m m m m m m LIMITS OF DISTURBANCE
•0 **
SEDIMENT BASIN BAFFLE
HARDWARE CLOTH & GRAVEL INLET PROT.
ARC PIPE INLET PROTECTION
CHECK DAM
'�6N
DUTnIUTY E 40
R
IG NORTH
949 50' 0 50' 100'
Y
SCALE: 1"=50' (Horiz.)
BRIAR CHAPEL
BOULDER POINT DRIVE EXTENSION
CHATHAM COUNTY, NORTH CAROLINA
STAGE 2
GRADING, DRAINAGE & EROSION
CONTROL PLAN
r
DATE:
-144
APRIL 17, 2015
MCE PROS. #
02735 -0113
D RAW N
BSS
DESIGNED
BSS
CHECKED
GCA
PROS. MGR.
CHS
SCALE
MBC FILE NUMBER
C3.X
HORIZONTAL:
DRAWING NUMBER
1" = 50'
VERTICAL:
C3.2
N/A
STATUS: FINAL DRAWINGS REVISION
FOR REVIEW PURPOSES ONLY 1

PROTECT EX. VALVES TO
REMAIN
PROTECT EX. U77LITY
STRUCTURES TO REMAINI
CQ
HW—BPD-11
0
I-
CL
CHATHAM COUNTY STREAM
BUFFER (TYP.)
CHATHAM COUNTY 10'
NO —BUILD BUFFER (TYP.)
PUBLIC DRAINAGE EASEMENT
DBL Cl—BPD-1 15' EACH SIDE, 20' EACH END
OF PIPE OR LAST STRUCTURE LO
DBL CI—BPD-2 cl�
A A-
-er
X0 ":
EX. FES—BPD-10
PUBLIC DRAINAGE EASEMENT
15' EACH SIDE, 20' EACH END
OF PIPE OR LAST STRUCTURE
C3
101 LO
100 +
PROTECT EX. VALVES TO C-4
+ REMAIN
?07E-CT EX. VAL V�S To
REMAIN
0
0
C14 LLJ
c
77
-- — — — — — — — - - - --
. .. . ......... !!!7- . .... . �-7
. . ...............
. . .............
S�:
— ------ EX ELECTRIC
(Typ.) EX.
A (p
EX. 12' WATER MAIN FES—BPD-5
(Typ-)
DBL CI—BPD-4
PROTECT EX. WATER MAIN TO
DBL Cl —BPD -3 REMAIN (TYP.)
,�--PUBLIC DRAINAGE EASEMENT A—EX. DUKE POWER EASEMENT
15' EACH SIDE, 20' EACH END
OF PIPE OR LAST STRUCTURE PUBLIC DRAINAGE EASEMENT PROTECT EX. SANITARY SEWER
15' EACH SIDE, 20' EACH END FORCE MAIN TO REMAIN (TYP.)
OF PIPE OR LAST STRUCTURE
BOULDER POINT DRIVE EXTENSION PLAN
(409 PUBLIC R/W, STA. 10+00 TO 22+50) 4,V*,wmt
SCALE: 1"=50 NORTH
560
194 00
MCE PRO3. #
02735-0113
DRAWN
C'
DESIGNED
BSS
CHECKED
GCA
PROS. MGR.
PROTECT EX. VALVES TO
77
REMAIN
HW—BPD-11
0
I-
CL
CHATHAM COUNTY STREAM
BUFFER (TYP.)
CHATHAM COUNTY 10'
NO —BUILD BUFFER (TYP.)
PUBLIC DRAINAGE EASEMENT
DBL Cl—BPD-1 15' EACH SIDE, 20' EACH END
OF PIPE OR LAST STRUCTURE LO
DBL CI—BPD-2 cl�
A A-
-er
X0 ":
EX. FES—BPD-10
PUBLIC DRAINAGE EASEMENT
15' EACH SIDE, 20' EACH END
OF PIPE OR LAST STRUCTURE
C3
101 LO
100 +
PROTECT EX. VALVES TO C-4
+ REMAIN
?07E-CT EX. VAL V�S To
REMAIN
0
0
C14 LLJ
c
77
-- — — — — — — — - - - --
. .. . ......... !!!7- . .... . �-7
. . ...............
. . .............
S�:
— ------ EX ELECTRIC
(Typ.) EX.
A (p
EX. 12' WATER MAIN FES—BPD-5
(Typ-)
DBL CI—BPD-4
PROTECT EX. WATER MAIN TO
DBL Cl —BPD -3 REMAIN (TYP.)
,�--PUBLIC DRAINAGE EASEMENT A—EX. DUKE POWER EASEMENT
15' EACH SIDE, 20' EACH END
OF PIPE OR LAST STRUCTURE PUBLIC DRAINAGE EASEMENT PROTECT EX. SANITARY SEWER
15' EACH SIDE, 20' EACH END FORCE MAIN TO REMAIN (TYP.)
OF PIPE OR LAST STRUCTURE
BOULDER POINT DRIVE EXTENSION PLAN
(409 PUBLIC R/W, STA. 10+00 TO 22+50) 4,V*,wmt
SCALE: 1"=50 NORTH
560
I
APRIL 17, 2015
MCE PRO3. #
02735-0113
DRAWN
BSS
DESIGNED
BSS
CHECKED
GCA
PROS. MGR.
CHS
C4.1
N/A
560
555
PW STA
16+51.81
FW
STA=19+81.17
555
L
PW EL
543.72
f-
V,
A=
=510�
507.
A=:5.99Z
L=
4.96:
L=t49.67'
..................................... ....................................
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K=,
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to
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550
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+
550
to
S1.
cd
k
Q-
545
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STA 11+2561
P101
13-1- 50
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Ed
545
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10 +50.85 Pvl
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PW EL
527.84
A=J.2J7.
A=4,587.
4.
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k
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K=25. 31
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535
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530
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530
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0.75.
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9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00
BOULDER POINT DRIVE EXTENSION PROFILE
(STA. 10+00 TO 22+50)
SCALE: (Horiz.) 1"=50'; (Vert.) 1 " =5'
I
I ISSUED FOR PERMITTING 2015.04.17
REV. NO. DESCRIPTIONS DATE
REVISIONS
SEAL
L��\C4
,?0 ,1111,,,
036348
04/17/2015
461N
...........
-4,
4Qt #
'I qKM&CREED
4 *w*r*j N4
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
BRIAR -7SKC H A P E L
"I
L17
Newland COMMUNITIES
BRIAR CHAPEL
BOULDER POINT DRIVE EXTENSION
CHATHAM COUNTY, NORTH CAROLINA
PLAN & PROFILE
BOULDER POINT DRIVE
STA. 10+00 TO STA. 22+50
r
DATE:
I
APRIL 17, 2015
MCE PRO3. #
02735-0113
DRAWN
BSS
DESIGNED
BSS
CHECKED
GCA
PROS. MGR.
CHS
C4.1
N/A
SCALE
M8LC FILE NUMBER
C4.X
HORIZONTAL:
DRAWING NUMBER
1" = 50-
VERTICAL:
C4.1
N/A
'STATUS: FINAL DRAWINGS REVISION
,,FOR REVIEW PURPOSES ONLY 1

-1-1 11 -
FILTER CLOTH
A. COARSE AGGREGATE (2 " -3" STONE) SHALL BE USED. PAD TO BE 100 -L X 25'W X 6 "D MIN. PLACE A MINIMUM OF 3" OF
STONE IN A CUT SECTION TO HELP SECURE FILTER CLOTH.
B. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED.
C. ENTRANCES SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
D. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOP
DRESSING MAY BE NECESSARY. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT
AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
E. TEMPORARY PADS MUST BE LOCATED ON EACH SIDE OF ADJOINING ROADWAY.
TEMPORARY CONSTRUCTION ENTRANCE
NTS
3
\\\ \ X,
S 1 RIP RAP(SEE SECTION THRU BASIN BELOW) /
'how
111
\ INVERT
\ PIPE
\ W
- 01 / / / / /llllllll llll� i .
- / SEOIMEIyT STORAGE AREA -�
/PERSPECTIVE VIEW
NO SCALE
AREAS TO BE DISTURBED
(CUT, FILL, ETC.) _/
\ Azow
SEDIMENT STORAGE
-FLOOD STORAGE ZONE
fly
SILT FENCE TO BE
INSTALLED OVER
TOP OF PIPE
(TYP'.)
flTHPICK P HEADWALL
S 3' HIGH MIN.
RAP HEADWALL
SILT FENCE
NOTE: -_ dnmn --__PIPE
DIMENSIONS ARE L PIPE INVERT FILTER FABRIC
MINIMUM ACCEPTABLE
UNLESS OTHERWISE CLASS 1 RIP -RAP
NOTED. #57 WASHED STONE
MAX. SEDIMENT DEPTH(CLEAN OUT POINT)
SECTION THRU BASIN. FILTER AND CULVERT PIPE
ARC FILTER INLET PROTECTION
NTS
ORANGE, UV RESISTANT
HIGH TENSILE STRENGTH
6' 0. C. POLY BARRICADE FABRIC
POSTS 4" PINE, 2" OAK
40" OR 1.33 LB /FT STEEL
PROTECTION AREA
DO NOT ENTER
PARA PROTECCON:
PROHIBIDO ENTRAR" Z
EXISTING
GRADE
cV
1. WARNING SIGNS TO BE MADE OF DURABLE WATERPROOF
PLASTIC.
2. ALL LETTERS TO BE AT LEAST 3" HIGH, CLEARLY LEGIBLE
AND SPACED APPROPRIATELY.
3. SIGNS TO PLACES AT EACH END OF LINER PROTECTION AREA
AND 200' ON CENTER (MAX.) THEREAFTER FOR PROTECTION
AREA LESS THAN 200' IN PERIMETER PROVIDE NO LESS
THAN ONE SIGN PER PROTECTION AREA AND /OR SIDE.
4. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
FABRIC MUST BE ATTACHED TO APPROVED POSTS ONLY. DO
NOT ATTACH TO TREES.
5. ADDITIONAL FENCING MAY BE REQUIRED BASED ON FIELD
CONDITIONS.
6. FAILURE TO MAINTAIN PROTECTION FENCING MAY RESULT IN
CIVIL PENALTIES.
TREE PROTECTION FENCE
NTS
SEAL
1 ISSUED FOR PERMITTING 2015.04.17
REV. NO. DESCRIPTIONS DATE
REVISIONS
NOTE:
STRUCTURAL STONE SHALL BE
CLASS B STONE FOR EROSION
CONTROL PURPOSES.
SEDIMENT CONTROL STONE
SHALL BE NO. 5 OF NO. 57
STONE.
SILT
FENCE
1.5' MIN.
F�OW
3' MAX.
SEDIMENTS STONE
CONTROL
STONE
CROSS SECTION
SEAL
... �M,,
0 ''',
036348
6)%. 04/17/2015
ENGINEER.• �Q�•\\.
2'
FRONT VIEW
SILT FENCE OUTLET
NTS
v qKM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F -1222
www.mckimcreed.com
.h PROTECTION AREA
DO NOT ENTER
v 1
WARNING SIGN DETAIL
TOP ELEVATION OF STORMWATER
- - - - - - - - - - - - - - - - -
=- #5 WASHED
EXISTING SLOPE
EXISTING SLOPES
#1 RIP -RAP
0.5' -1'
MAX. D
1 29
in
VAKItS 1 CONSTRUCTION NOTES:
HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
0.5' -1' SEDIMENT STORAGE REQUIRED.
w KEY RIP RAP INTO THE DAM
m t KEYED RIP RAP FOR STABILIZATION.
#5 WASHED STONE
EXISnNG GROUND
FRONT VIEW STEP SEQUENCE
NOTE: REMOVE SEDIMENT ACCUMULATION FROM BEHIND
CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION.
FLOW SHOULD BE MAINTAINED THROUGH THE DAM.
CHECK DAM
NTS
NOTES:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5 -FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS
EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE
STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2 -FOOT FLAP OF THE WIRE MESH
UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16
INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED
SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.
NCDOT #5 OR #57
WASHED STONE
*FOR REPAIR OF SILT
FENCE FAILURES, USE
No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CATCH BASIN.
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
NCDOT #5 0
WASHED
PLAN VIEW
HARDWARE CLOTH & GRAVEL INLET PROTECTION
NTS
' • IIII ____ IIII
III ��� IIII ■ ■ ■ ■r 1 ■ ■■ ■11111
II�I�.•. ❖,�.•.�I ■I PROTECTION AREA I ■r► ❖..1111
-INSTALLED TO SECOND 11p ;IR R"t Z11
WIRE FROM TOP
1........... •.•.. .............� ►..L
,
=� \II ------ ------------------------- - - - - -- -
I -�
I
J_I
BRIAR-7SKCHAPEL'�
by
Newland COMMUNITIES
AUGE
HARE CLOTH
ESH_OPENINGS)
2'
16" MIN.
COMBINATION SILTITREE PROTECTION FENCE
NTS
BRIAR CHAPEL
BOULDER POINT DRIVE EXTENSION
CHATHAM COUNTY, NORTH CAROLINA
EROSION AND SEDIMENTATION
CONTROL DETAILS
DATE:
NOTES:
MCE PROS. #
1.
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
BSS
2.
LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
CHECKED
3.
SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
CHS
4.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER
THEREAFTER.
5.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN
MIN. 12 -1/2 GA.
ONE SIGN PER PROTECTION AREA.
INTERMEDIATE
6.
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
WIRES
7.
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
8.
ADDITIONAL SIGNS MAY BE REQUIRED BY CHATHAM COUNTY BASED ON ACTUAL FIELD
CONDITIONS.
GRADE
g.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER
THEREAFTER.
10.
FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.
11.
END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
12.
SEE NCDENR PRACTICE & SPECIFICATIONS MANUAL SEDIMENTS FENCE SECTION FOR
CONDITIONS WHERE PRACTICE APPLIES AND DESIGN CRITERIA.
COMBINATION SILTITREE PROTECTION FENCE
NTS
BRIAR CHAPEL
BOULDER POINT DRIVE EXTENSION
CHATHAM COUNTY, NORTH CAROLINA
EROSION AND SEDIMENTATION
CONTROL DETAILS
DATE:
APRIL 17, 2015
MCE PROS. #
02735 -0113
D RAW N
BSS
DESIGNED
BSS
CHECKED
GCA
PROS. MGR.
CHS
SCALE
M8LC FILE NUMBER
D1.X
HORIZONTAL:
DRAWING NUMBER
1" = 50'
VERTICAL:
D1.1
N/A
STATUS: FINAL DRAWINGS REVISION
FOR REVIEW PURPOSES ONLY 1

:1*01I171O`I.LI
O -a
SPECIES RATE (lb/acre)
TALL FESCUE 80
KOBE LESPEDEZA 40
NURSE PLANTS:
BETWEEN MAY 1 AND AUG. 15, ADD 10 lb/acre GERMAN MILLET OR 15 lb/acre SUDANGRASS. PRIOR TO
MAY 1 OR AFTER AUG. 15, ADD 40 Ib /ac RYE (GRAIN)
6y212010[MRLtl *3
BEST POSSIBLE
FALL AUG. 15 — SEPT. 15 AUG. 20 — OCT. 25
LATE WINTER: FEB. 15 — MAR. 21 FEB. 1 — APR. 15.
FALL IS BEST FOR TALL FESCUE AND LATER WINTER FOR LESPEDEZAS. OVERSEEDING OF KOBE
LESPEDEZA OVER FALL — SEEDED TALL FESCUE IS VERY EFFECTIVE.
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL
LIMESTONE AND 750 lb/acre 10 -10 -10 FERTILIZER
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL.
MAINTENANCE:
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE OR
TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE AND MULCH DAMAGED AREAS
IMMEDIATELY.
RECOMMENDATIONS FOR GRASS -LINED CHANNELS
SEEDING MIXTURE
SPECIES RATE lb /acre)
TALL FESCUE 200
NURSE PLANTS:
BETWEEN MAY 1 AND AUG. 15, ADD 10 lb/acre SUDANGRASS OR 15 lb/acre GERMAN MILLET. PRIOR TO
MAY 1 OR AFTER AUG. 15, ADD 40 Ib /ac RYE (GRAIN)
SEEDING DATES:
BEST: AUG. 25 — OCT.
POSSIBLE: FEB. — APR. 15
AVOID SEEDING FROM NOV. TO JAN. IF SEEDING MUST BE DONE AT THIS TIME, ADD 40 lb/acre RYE
GRAIN AND USE A CHANNEL LINING THAT OFFERS MAXIMUM PROTECTION
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 lb/acre GROUND AGRICULTURAL
LIMESTONE AND 1,000 lb/acre 10 -10 -10 FERTILIZER
MULCH:
USE ROLLED EROSION CONTROL PRODUCT TO COVER THE BOTTOM OF THE CHANNELS AND DITCHES,
AND STAPLE SECURELY. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF
FLOW. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY
LININGS, APPLY 4,000 lb/acre GRAIN STRAW, AND ANCHOR STRAW BY STAPLING NETTING OVER THE
TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN
CLOG DRAINAGE DEVICES.
MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR; USE
SOIL TESTS OR APPLY 150 lb/acre 10- 10 -10. MOW REGULARLY TO A HEIGHT OF 2 -4 INCHES.
NOTE:
SEE NCDENR'S EROSION AND SEDIMENT CONTROL PLANNING DESIGN MANUAL
SECTION 6.11 FOR ADDITIONAL PERMANENT SEEDING OPTIONS.
PERMANENT SEEDING SCHEDULE
NTS
SEAL
1 I ISSUED FOR PERMITTING 2015.04.17
I REV. NO. DESCRIPTIONS DATE
REVISIONS
:1Xd•PI�I�`►UL�
�► a :q
RYE (GRAIN)
120
(15
ANNUAL LESPEDEZA (KOBE IN
50
THE
PIEDMONT & COASTAL PLAIN,
APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND
COMPACT
KOREAN IN MOUNTAINS
COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECPS BACK OVER
SEED
OMIT ANNUAL LESPEDEZA WHEN DURATION
OF TEMPORARY
COVER IS NOT TO EXTEND BEYOND JUNE
SEEDING DATES:
APART ACROSS THE WIDTH OF THE RECPS.
CLASS B
MOUNTAINS (ABOVE 2,500'):
FEB.
15 — MAY 15
(BELOW 2,500'):
FEB.
1 — MAY 1
PIEDMONT:
JAN.
1 — MAY 1
COASTAL PLAIN:
DEC.
1 — APR. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL
LIMESTONE AND 750 lb/acre 10 -10 -10 FERTILIZER
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
:440111f, I!IQ`I.7_�
O „ -q
SPECIES RATE (lb /acre)
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL — STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A
RATE OF 50 lb/acre.
SEEDING DATES:
MOUNTAINS MAY 15 — AUG. 15
PIEDMONT: MAY 1 — AUG. 15
COASTAL PLAIN: APR. 15 — AUG. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL
LIMESTONE AND 750 lb/acre 10 -10 -10 FERTILIZER
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
RECOMMENDATIONS FOR FALL
SEEDING MIXTURE
SPECIES RATE (lb /acre)
RYE (GRAIN) 120
SEEDING DATES:
MOUNTAINS: AUG. 15 — DEC. 15
COASTAL PLAIN AND PIEDMONT: AUG. 15 — DEC. 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL
LIMESTONE AND 750 lb/acre 10 -10 -10 FERTILIZER
MULCH:
APPLY 4.000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 lb/acre OF NITROGEN
IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH
50 lb/acre KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE
FEBRUARY OR EARLY MARCH.
TEMPORARY SEEDING SCHEDULE
NTS
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF
AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH
AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE
BELOW*).
5. CONTINUE TILLAGE UNTIL A WELL — PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4
TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR
CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING
SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED REESTABLISH FOLLOWING ORIGINAL
LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER
PERMANENT COVER IS ESTABLISHED.
* APPLY: AGRICULTURAL LIMESTONE — 2 TONS /ACRE OR 3 TONS /ACRE IN CLAY SOILS
FERTILIZER — 1000 LBS /ACRE (10- 10 -10)
SUPERPHOSPHATE — 500 LBS /ACRE (20 %)
MULCH — 2 TONS /ACRE (SMALL GRAIN STRAW)ANCHOR — ASPHALT EMULSION AT 450 GAL. /ACRE
SEAL
... �M,,
0 ''',
036348
C., 04/17/2015
SEEDBED PREPARATION
NTS
v qKM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F -1222
www.mckimcreed.com
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECPS), INCLUDING ANY NECESSARY APPLICATION OF LIME,
FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECPS IN A 6" (15 CM) DEEP
X 6"
(15
CM) WIDE TRENCH WITH APPROXIMATELY 12"
(30 CM) OF RECPS EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR
THE
RECPS WITH A ROW OF STAPLES /STAKES
APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND
COMPACT
THE TRENCH AFTER STAPLING. APPLY SEED TO
COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECPS BACK OVER
SEED
AND
COMPACTED SOIL. SECURE RECPS OVER
COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12" (30
CM)
APART ACROSS THE WIDTH OF THE RECPS.
3. ROLL THE RECPS (A.) DOWN (FOR SLOPES 3:1 OR GREATER) OR (B.) HORIZONTALLY (FOR SLOPES LESS THAN 3:1) ACROSS THE SLOPE. RECPS
WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECPS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING
STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM TM, STAPLES /STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH APPROXIMATELY 2" -5" (5 CM -12.5 CM) OVERLAP DEPENDING ON RECPS TYPE.
5. CONSECUTIVE RECPS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM)
OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECPS WIDTH.
NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY
SECURE THE RECPS.
A
FLOW
TEMPORARY STABILIZATION FOR SLOPES
GREATER THAN 10 FEET
NTS
4.0'
MATTING
J
..TH NATIVE
GRASSES_AT TIME OF
INSTALLATION
1.0' 1' TUCK EACH SIDE
— CLASS B RIPRAP
6" CABC
FILTER FABRIC
X0000
Do
Lo
W
DEPTH
©0
N0.
(IN.)
(FT.)
(FT.)
(IN.)
CLASSIFICATION
HW —BPD -6
18
BRIAR-7SKCHAPEL'�
by
Newland COMMUNITIES
RIPRAP TO EXTENE
TOP (
B
do
SILT FENCE TO I
INSTALLED OVI
TOP OF FI
SILT FENCE
crrmnki 0
D
CHANNEL
BOTTOM
OUTLET
Do
Lo
W
DEPTH
LINING
N0.
(IN.)
(FT.)
(FT.)
(IN.)
CLASSIFICATION
HW —BPD -6
18
9.0
5.0
22
CLASS B
HW— BPD -11
18
9.0
5.0
22
CLASS B
STONE CLASSIFICATIONS OF CLASS B REQUIRE A SUBLAYER OF FILTER FABRIC
OR FS -2 FILTER STONE WITH A BEDDING THICKNESS OF 6 ".
BRIAR CHAPEL
BOULDER POINT DRIVE EXTENSION
CHATHAM COUNTY, NORTH CAROLINA
EROSION AND SEDIMENTATION
CONTROL DETAILS
RIPRAP OUTLET PROTECTION
NTS
r
DATE:
-144
APRIL 17, 2015
MCE PROS. #
02735 -0113
D RAW N
BSS
DESIGNED
BSS
CHECKED
GCA
PROS. MGR.
CHS
SCALE
MBC FILE NUMBER
D1.X
HORIZONTAL:
DRAWING NUMBER
1" = 50'
VERTICAL:
D1.2
N/A
STATUS: FINAL DRAWINGS REVISION
FOR REVIEW PURPOSES ONLY 1

GUARDRAIL TO BE USED WHERE TOE OF SLOPE IS GREATER
THAN 5' GRADE DIFFERENTIAL
FROM TOP OF SHOULDER
EXISTING
GROUND
Z/ MUL. -MUL.; 4U N'UMLIL, K /VV
NOT TO SCALE
EXISTING SEWER LINE SHALL
BE DUCTILE IRON 10'
EITHER SIDE OF CROSSING
4
d
4 A
a 4 4
4
a 4 a
d a.
CONCRETE ENCASEMENT
IF SEPARATION LESS
THAN 18"
WATER MAIN SHALL BE
DUCTILE IRON 10' EITHER
SIDE OF CROSSING
UNDERGROUND SERVICE ALERT
PAVEMENT SCHEDULE
1/8" RAD. SURFACE
CHATHAM COUNTY
C1
AT AN AVERAGE RATE OF 110 LBS. PER SQ. YARD.
DESIGNED
PUBLIC UTILITIES & WATER DIVISION
$
Inlxi9EE
WATER AND SEWER
O8"
P.O. D
PmI1IBaH0. NO 2 7312
O30"
CROSSING
OCOMPACTED
EAST STREET, SUITE 26a
.L 1
xo'-'¢
z H°c
9
EMPERORS, NO 27312 CH�A,,.T"H"AM�COU.,N..TY
a
9" X 12" OR 18"
T o
CONCRETE CURB
Tlfq WgRffiT9 DAYS HESDR@ YOU DIG
SEAL
1 ISSUED FOR PERMITTING 2015.04.17
REV. NO. DESCRIPTIONS DATE
REVISIONS
SEAL
AL__
036348
C'•, 04/17/2015
ENGINEER.• �Q�•\\.
111111 \ 0�\\\\
X2'1
EXISTING
GROUND
_ VARIOUS PRIVATE UTILITIES
(BOTH SIDES)
.,..,.CRETE SIDEWALK
DIP WATER MAIN (3.5' MIN. COVER)
v
v ED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F -1222
www.mckimcreed.com
BRIAR-7SKCHAPEL'�
by
Newland COMMUNITIES
v
v E"
H �
cl) Z Err 2, -Orr
D H p %2" RAD.
z = D 3" RAD. i�rr RAD.
= -nDDm o
H
c�D I 2' -6"
D D
CD 2' -6" CURB AND GUTTER
0
RAD.
9 9 3/4 If RAD.
c`')I 1/g„ RAD.
�2t
1341, RAD. V-6" °
1' -6" CURB AND GUTTER
4' -0" PROPOSED
2' -0" 2' -O" EDGE OF
PAVEMENT
6„
8" X 12" OR 18"
CONCRETE CURB
PAVEMENT
PAVEMENT SCHEDULE
1/8" RAD. SURFACE
1.0" SF9.5A ASPHALT SURFACE COURSE
C1
AT AN AVERAGE RATE OF 110 LBS. PER SQ. YARD.
DESIGNED
2.0" 59.56 ASPHALT SURFACE COURSE
D1
AT AN AVERAGE RATE OF 224 LBS. PER SQ. YARD.
O8"
COMPACTED ABC STONE BASE COURSE
O30"
CURB AND GUTTER
OCOMPACTED
SUBGRADE
X2'1
EXISTING
GROUND
_ VARIOUS PRIVATE UTILITIES
(BOTH SIDES)
.,..,.CRETE SIDEWALK
DIP WATER MAIN (3.5' MIN. COVER)
v
v ED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F -1222
www.mckimcreed.com
BRIAR-7SKCHAPEL'�
by
Newland COMMUNITIES
v
v E"
H �
cl) Z Err 2, -Orr
D H p %2" RAD.
z = D 3" RAD. i�rr RAD.
= -nDDm o
H
c�D I 2' -6"
D D
CD 2' -6" CURB AND GUTTER
0
RAD.
9 9 3/4 If RAD.
c`')I 1/g„ RAD.
�2t
1341, RAD. V-6" °
1' -6" CURB AND GUTTER
4' -0" PROPOSED
2' -0" 2' -O" EDGE OF
PAVEMENT
6„
8" X 12" OR 18"
CONCRETE CURB
PAVEMENT
z
cn
1/8" RAD. SURFACE
02735 -0113
D RAW N
Q
DESIGNED
HLr�C)
CHECKED
LL _j 6- z
oocf3x
.a•
LuQzLL -
1" RAD.
ciHLLO_j
:. v
p .:.•
xo'-'¢
z H°c
9
N HH
a
9" X 12" OR 18"
T o
CONCRETE CURB
2" RAD. 2' -0"
o•,a• 4; y 8" 2' -4" MIN.
1/18 RADIUS cn 1/" in 1' -0" 1' O"
12rr v'•':r� _
171 O
[.j4 , • . .. p7" ' O D:
r 111
p = EXPRESSWAY GUTTER SHOULDER B
mcf)
o SECTION VIEW OF CURB
C D
Ao v GENERAL NOTES:
Im
) v -PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT
C x A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN
M� SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED
C Z WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS.
o -JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER.
- CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF
O TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
v CONSTRUCT NON- TEMPLATE FORMED JOINTS A MIN. OF 11/2" DEEP.
-FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8 "x6" MEDIAN CURB,
WITH JOINT FILLER AND SEALER.
-SPACE EXPANSION JOINTS AT 90' :INTERVALS AND ADJACENT TO
ALL RIGID OBJECTS.
.01
v
vM
H a
H• z
cn -n cp
LPN z = -I
= -n>>m
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Z"-u _n
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SHOULDER WIDTH I
SEE ROTE i
HORIZONTAL AND VERTICAL CLEARANCES
D
I
r
TYPICAL SIGN SHAPES AND COMBINATIONS
1„
LLI
GUTTER 81r z H LU
8" CD X 6" MEDIAN CURB VALLEY GLITTER Q H
CC
)R CURBS AND GUTTERS o m 0
OG ad
cr-
FILL 3/8" x 1" DEEP 0 Cc
GROOVED OR SAWN z
JOINT WITH JOINT Q W
SEALER JOINT SEALER cf) W
1/8" RAD. GUTTER = D: G
1/8" RAD• PAVEMENT SURFACE H v z
­. SURFACE ZO Q
CD
C4 LU
)POSED
1B & GUTTER PROP. 1/2" JOINT FILLER
JOINT PAVEMENT
LONGITUDINAL JOINT TRANSVERSE EXPANSION JOINT
IN CURB AND GUTTER
SECTION VIEW OF JOINTS SHEET 1 OF
1 room
11
•I■ all 11 11 11
i N
-.•. I E � � 1. -� 1
TOP TOP
a" TYP SIDE SIDE
TYPE "D" SIGN
2" TYP
—r
T" TTP
TYPE *F" SZCaW
TYPE "0" & "E" SIGN BACK -TO -BACK
CS8 GING MOUNT Y" TYP
RO RAC
FRAMING AND CROSS BRACE DETAILS
FOR COMBINATION TYPE "D" & "E" SIGNS
FRAMING AND CROSS BRACE DETAILS
WIDE SIDE OF CROSS BRACE GOES TO BACK OF SIGN
FOR COMBINATION TYPE "D" & "F" SIow
WIDE SIDE OF FLANGE TO BACK OF '•F" SIGN
NOTES:
1. ERECT TYPE "D ", "E ", AND "F" SIGNS ON FREEWAYS WITH THE NEAR EDGE OF THE SIGN 20 FT.
FROM THE TRAVEL LANE. ERECT ALL OTHER "D ", "E ", AND F" SIGNS WITH THE NEAR EDGE OF THE
SION AT THE EDGE OF THE SHOULDER BREAK (B FT. MINIMUM CLEARANCE, 12 FT. DESIRABLE, FROM THE EDGE OF
TRAVEL LANE), OR AS DIMENSIONED ON PLAN SHEETS.
2. ERECT TYPE "D ", "E ", AND "F" SIGNS WITH THE BOTTOM OF SIGN ASSEMBLY AT LEAST 7 FT. ABOVE THE EDGE
OF THE TRAVEL LANE ON ROADS WITH 2 OR MORE LANES AND AT LEAST 5 FT. ON OTHER ROUTES. THE VERTICAL
CLEARANCE IS 7 FT. WHERE REQUIRED FOR PEDESTRIAN TRAFFIC AND /OR PARKED VEHICLES.
S. THE VERTICAL. DIMENSION BETWEEN MOUNTING HOLE CENTERS ON ALL TYPES "D ", "E ", AND "F" SIGNS IS
SO" MAXIMUM. THE VERTICAL AND HORIZONTAL DIMENSIONS BETWEEN MOUNTING HOLES IS TO THE
WHOLE INCH. EACH SIGN PANEL HAS A MINIMUM OF 2 DOLTS PER SUPPORT.
4. ATTACH SIGN W/ 91@" HEX HEAD BOLT, NYLON WASHER, SHIM, FLAT WASHER, LOCK WASHER, HEX AUT
NO SUCKLING OF THE SIGN WILL BE PERMITTED. SEE ASSEMBLY DETAIL SHEET# 2 OF 504.54.
5. FURNISH AND INSTALL CROSS- BRACING AS SHOWN IN DETAIL. PAINT ENDS OF ONES BRACES W/ APPROVED. ZINC PAINT
S. INSTALL POST AND CROSS - BRACING WITH THE WIDE SIDE OF THE FLANGE TOWARD THE BACK OF
SIGN($) FOR COMBINATION TYPE "O" AND "F" SIGNS.
7. THE SHIELD HEIGHTS IN THESE ASSEMBLIES CAN NOT BE LARGER THAN 24 ".
36 "X 36" SIGN
30 "X 30" SIGN
>-t
24 "X 24" SIGN 48 "X 48" SIGN
1 18"1 ,"12" - - -1 1� ",12„
TYPE "E" SIB 1 � I 115"
'A' � I� H > 20„
S F - ---ir 3" 2" ��_���-- r-- - --� -- ,TYPE
I I
„ "E” AND "F " SD"
MAX I I H i SIGNS i MAX
TYPE "D" 5IM5
I I I I 1
--t-----t-- f- ---f —3"2"
UNITS ON ATTACHED SHEET
*MINIMUM 4 FT. BETWEEN CHANNEL POSTS
— H 5 is"
2 POST
VALIDATION STICKER
1 POST SUPPLIED BY SIGN PLANT
"U" ROWEL POST
12" OlA.IN1U,ID
OR 900MIE SMOOTH HALL
HMO DSIU.ED tXRiEO, FDIMED
OR .. HNME.6 AND BARW FILLED 2" JOINT SEALER
WITH SOIL.
PAVEII�IT
DETAIL FOR INSTALLATION OF
CHANNEL POST IN CONCRETE
BRIAR CHAPEL
BOULDER POINT DRIVE EXTENSION
CHATHAM COUNTY, NORTH CAROLINA
NCDOT ROADWAY DETAILS
5/18" HEX HEAD HOT DIPPED
OALV"UED OLT
SION FACE
- V ALUMINUM SHIM
SACK OF SIGN "U" GHNINEL POST
LOCK T"HER
ASSEMBLY DETAIL
DATE:
APRIL 17, 2015
MCE PROS. #
02735 -0113
D RAW N
BSS
DESIGNED
BSS
CHECKED
"WIMEAMIZEEME
PROS. MGR.
CHS
UNITS ON ATTACHED SHEET
*MINIMUM 4 FT. BETWEEN CHANNEL POSTS
— H 5 is"
2 POST
VALIDATION STICKER
1 POST SUPPLIED BY SIGN PLANT
"U" ROWEL POST
12" OlA.IN1U,ID
OR 900MIE SMOOTH HALL
HMO DSIU.ED tXRiEO, FDIMED
OR .. HNME.6 AND BARW FILLED 2" JOINT SEALER
WITH SOIL.
PAVEII�IT
DETAIL FOR INSTALLATION OF
CHANNEL POST IN CONCRETE
BRIAR CHAPEL
BOULDER POINT DRIVE EXTENSION
CHATHAM COUNTY, NORTH CAROLINA
NCDOT ROADWAY DETAILS
5/18" HEX HEAD HOT DIPPED
OALV"UED OLT
SION FACE
- V ALUMINUM SHIM
SACK OF SIGN "U" GHNINEL POST
LOCK T"HER
ASSEMBLY DETAIL
DATE:
APRIL 17, 2015
MCE PROS. #
02735 -0113
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MBC FILE NUMBER
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HORIZONTAL:
DRAWING NUMBER
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VERTICAL:
D2.1
N/A
STATUS: FINAL DRAWINGS REVISION
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FRAME SECTION X -X
1 ISSUED FOR PERMITTING 2015.04.17
REV. NO. DESCRIPTIONS DATE
REVISIONS
NOTE:
SEE STD. DWG. 840.25 ISHEET 1 OF 1
FOR FRAME ANCHORAGE. 840.24
SEAL
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SEE NOTE
SECTION X -X
PIPE
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HEIGHT
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GENERAL NOTES:
D
A
USE CLASS "B" CONCRETE THROUGHOUT.
H
Q Q
a Z
000x
H MIN.
TOTAL
Q 3
1 % "
H
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING
840.66.
-
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211
O
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12" CENTERS AS DIRECTED BY THE ENGINEER.
0.753
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N
r
N
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1' -11"
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IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF
AS SHOWN ON STD. NO. 840.00.
BOX, ADD TO SLAB
Q IO-I
0.023
0.036
W
N CL 1,-1
T W O
1
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MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB
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IS 12 FEET.
0.033
N
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N CL F-1
H
2' -8"
T W °
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FRAME SECTION Y -Y
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0.059
CHAMFER ALL EXPOSED CORNERS 1 ".
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2' -0"
3' -2"
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0
0.782
1.144
3/ 11
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0.906
1.268
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0.178
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134" SECTION A -A
1 /211
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0.887
SHEET 2 OF 2
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0.085
30"
LL
1 ISSUED FOR PERMITTING 2015.04.17
REV. NO. DESCRIPTIONS DATE
REVISIONS
NOTE:
SEE STD. DWG. 840.25 ISHEET 1 OF 1
FOR FRAME ANCHORAGE. 840.24
SEAL
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LET PIPE 3„
SEE NOTE
SECTION X -X
SEE DETAIL 6
4" SEALANT 1„ 4" 0
CONCRETE APRON
I� LLH
1 EXPANSION Z J W
6 "\ B 6" CLASS "B" MATERIAL 1--1 CL
CONCRETE CONCRETE 1Z`I H
AN H R BAR < CL
Orr I f OUTLET PIPE ° C
m
DETAIL D°C c)
SEE NOTE
6 (APRON SUPPORT NOTCH)
MAX. PIPE THIS SIDE - 18" z
SECTION Y -Y < W
O
DITCH GRADE I2 N
T
- _ - ~
I 1 I - - - _ J
LH 1 - r_ - - I #4 BAR Z W
I I I
IONS N W W
PIPE I I
I I I
I I r�GRATEO D.I.
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE GRATED DROP INLET
PIPE
z
WIDTH
HEIGHT
CUBIC YARDS OF
CONCRETE IN BOX
GENERAL NOTES:
D
A
USE CLASS "B" CONCRETE THROUGHOUT.
H
Q Q
H PER
FT. HT.
H MIN.
TOTAL
Q 3
PROVIDE ALL DROP INLETS OVER 3' -6" IN DEPTH WITH STEPS 12"
H
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING
840.66.
FZ-1 0 0 .
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY,
OR #4 BAR DOWELS AT
LL
JO C- = Z
12" CENTERS AS DIRECTED BY THE ENGINEER.
0.753
Cn
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
15"
W Q LL
Q x
2' -0"
1' -11"
V °
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF
AS SHOWN ON STD. NO. 840.00.
BOX, ADD TO SLAB
Q IO-I
0.023
0.036
W
CONSTRUCT WITH PIPE CROWNS MATCHING.
2' -0"
N ~ LL ° J
°
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB
TO TOP ELEVATION
O In
IS 12 FEET.
0.033
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USE STANDARD FRAMES AND GRATES 840.22 (SHOWN), 840.24(SHOWN), 840.20,
N CL F-1
840.29, AND 840.33.
2' -8"
T W °
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES
AND GRATES NOT SHOWN.
T °
0.059
CHAMFER ALL EXPOSED CORNERS 1 ".
DRAWING NOT TO SCALE.
3' -8"
2' -0"
3' -2"
0.362
0
0.782
1.144
W
0.127
CONCRETE
APRON
CL
SEE DETAIL 6
4" SEALANT 1„ 4" 0
CONCRETE APRON
I� LLH
1 EXPANSION Z J W
6 "\ B 6" CLASS "B" MATERIAL 1--1 CL
CONCRETE CONCRETE 1Z`I H
AN H R BAR < CL
Orr I f OUTLET PIPE ° C
m
DETAIL D°C c)
SEE NOTE
6 (APRON SUPPORT NOTCH)
MAX. PIPE THIS SIDE - 18" z
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O
DITCH GRADE I2 N
T
- _ - ~
I 1 I - - - _ J
LH 1 - r_ - - I #4 BAR Z W
I I I
IONS N W W
PIPE I I
I I I
I I r�GRATEO D.I.
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE GRATED DROP INLET
PIPE
SPAN
WIDTH
HEIGHT
CUBIC YARDS OF
CONCRETE IN BOX
DEDUCT
FOR ONE
D
A
B
H
BOTTOM
SLAB
H PER
FT. HT.
H MIN.
TOTAL
TOTAL
C.S.
R. C.
12"
3' -8"
2' -0"
1' -8"
0.362
0.247
0.391
0.753
0.020
0.032
15"
3' -8"
2' -0"
1' -11"
0.362
0.247
0.453
0.815
0.023
0.036
18"
3' -8"
2' -0"
2' -2"
0.362
0.247
0.515
0.877
0.033
0.049
24"
3' -8"
2' -0"
2' -8"
0.362
0.247
0.659
1.021
0.059
0.085
30"
3' -8"
2' -0"
3' -2"
0.362
0.247
0.782
1.144
0.092
0.127
36"
3' -8"
2' -0"
3' -8"
0.362
0.247
0.906
1.268
0.132
0.178
43" NOTE: USE TYPE "E" "F" AND "G" GRATE
UNLESS OTHERWISE NOTED.
eeM
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A ALIGN FRAME "IE
j EDGE OF WAL
1 FOR VERTICA
SECTION - BB
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SHEET 1 OF 1
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1�
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TYPE "G" TYPE "E" TYPE "F"
A A 1 "� I 9 %g"
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SECTION - JJ
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r'� i � n
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SECTION - RR
c
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to CC
W
U) 0
Z
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1-1 W W
z
W LL CI:
0
LL
v
m
H z
D H O
DETAIL SHOWING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
21- 1134(11 „ 2 "
1�
z
0
Q Q ,
z x v
°���
DEDUCTIONS
ONE PIPE
B
LL Jd1 --1z
m z =
� y
__ o o
TYPE "G" TYPE "E" TYPE "F"
A A 1 "� I 9 %g"
000x
Q v CC 0 H
cn zOO�TI
6" E #8 "W" BARS
#4 BAR "V"
cT
a) J
D D
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T
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1--1
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B
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B I 14
T CL
W °
T °
00
NO.
m a z
- - - - - - - - - - - - - - - - - - - - - - -
��
LBS.
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1 SECTION B -B
T -0"
m0
- - - - - - - - - - �' - - - - - - - - - - - • - - - - - -
111 21/"
2' -9"
m
v z
E
WATER FLOW SAG WATER FLOW �-
--
1z-1
0 O
O Q
cn
--
SECTION A -A
LL = DD
m m
Vw
0.235
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z =
CO
TYPE "F" TYPE "E" TYPE "G"
TYPE - E
Z Q
cn D z
D
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6.00/6.75
9 RAIS �F HOWH RROW
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g
z
x
D N
ARROW "
RAISED FLOW 2
%6 HIGH �
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134" SECTION A -A
1 /211
7Z,
8" O.C.(TYP.)
7.25/9.25
TYPE - F
]
TYPE G SECTION A -A
0.887
SHEET 2 OF 2
SHEET 2 OF 2
840.03
840.03
SEAL
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AL
036348
C., 04/17/2015
ENGINEER.• �Q�•\\.
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1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F -1222
www.mckimcreed.com
BRIAR�CHAPEL'�
Ln.
MJ,
Newland 60MMUNrnES
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SHEET 1 OF 2
840.02
BACK OF CURB
X„
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PLAN
X
SECTION Y -Y
RISER HT.
VARIES 11
.a 6„
TIE
vD
WHERE 30" TO 36" PIPE IS USED
RISER HT.
VARIES
.o .
WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
v
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CD
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m z --1 #4 BARS "V"
H � D @ EQUAL SPACES
=cz >m 31r� irr
x 0 O °
ZH -r„
O
n� I> R
CA 0O
Z El
PLAN OF TOP SLAB
CENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3' -6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
USE TYPE "E ", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
FOR 8' -0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
8' -0" TO 16' -0" IN HEIGHT USE S" WALLS AND BOTTOM SLAB. ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1 ".
DRAWING NOT TO SCALE.
SECTION X -X
F7-4 B
T:9: •
°6
s" c 6"
D p.
I
o .s
6„
T vo P o 0 oo. v.
T SECTION J -J
WHERE 30" TO 36" PIPE IS USED
SEE NOTE
or .:. .
6�
I I
R C" -
LU
p
� `n
Q LL
0
� w
SECTION S -S
m
DIMENSIONS OF BOX AND PIPE
Z
z
O r-
DEDUCTIONS
ONE PIPE
z
SPAN
//H�
1 0 CD
WIDTH
N m x
MIN. HEIGHT
= m 0
=-1 --1
D
6" E #8 "W" BARS
#4 BAR "V"
m
@ EQUAL SPACES
Z
BOTTOM
SLAB
cC>D
m
v
B
4
= C7 v
#4 BARS "U" 111
=m
E
F
SECTION R -R
00
NO.
m a z
NO.
N 0
LBS.
��
r
U O (y
z
T -0"
2' -2"
--
--
2' -9"
--
--
--
0
JD
SHEET 2 OF 2
840.02
v
0
H�
N' Z
70000
r0-I Ln
m z = D
= -nDDm
=fA00
zH -0 r_1
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n>>
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I.
0 O
Z
T
m
w�oz
M
0��
m N =
1 i o
N
v
m z D
c C
N m O
-0
m m F-1
Z z
v �'
CD
o =
m r
SHEET 1 OF 1
838.81
L
#4 BAR
F d
DOWEL
PLAN
f SECTION M -M
WHERE 42" TO 54" PIPE IS USED
J M o' p o o M
z
-A
PLAN
1 "p.
el
PLAN
EXPANSION JOINTS
STD. 840.03 FRAME,
GRATE 8 HOOD
"
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP
USE ON FLAT ELEV. EXPANSION JOINT
GRADES 2% AND UNDER
3 0 I I ,_n DEPRESSED GUTTER LINE
EXPANSION JOINT m
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
EXPANSION JOINT
B' TOP
USE ON GRADES OVER 2% ELEV.
I -10 I DEPRESSED GUTTER LINE
EXPANSION JOINT 6 0'
1' -0" MAX.
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)
DIMENSIONS OF BOX AND PIPE
COVER
DIMENSION
z
CU.YDS. CONC. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS -U
BARS -V
BARS -W
TOTAL
TOP
SLAB
BOTTOM
SLAB
TOT. CONC.
OH HT. HUM
HEIGHT H
D
A
B
C
G
H
E
F
NO.
LENGTH
NO.
LENGTH
NO.
LENGTH
LBS.
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
r
U O (y
12"
T -0"
2' -2"
--
--
2' -9"
--
--
--
--
--
--
--
--
--
--
0.235
0.772
0.015
0.026
15"
3' -0"
2' -2"
N 1'
fL-1 -1
6.00/6.75
3' -0"
OSHA STANDARD 1926.704.
r W °
H1 I
#5 @ 811
* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
T °
I
fD
6.50/6.75
CONTRACTOR
4.5
0.235
0.829
0.023
0.036
18"
3' -0"
2' -2"
#5 @ B"
34 A
3' -3"
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
7.25/9.25
13.75/15.75
5.5
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1 ".
4.50/5.00
611
8" O.C.(TYP.)
7.25/9.25
14.00/15.75
0.235
0.887
0.033
0.049
24"
3' -0"
2' -2"
LU
3' -9"
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
J Ne
SIDE
AT B" CTS. THE CONTRACTOR WILL HAVE THE OPTION
TO INCREASE THIS BAR SIZE AS NEEDED.
=
a O
0.235
1.001
0.059
0.085
30"
3' -0"
2' -2"
3' -4"
4' 3"
1' -2"
4' -0"
4
1' -5"
2
3' -9"
3
3' -9"
39
0.123
0.321
1.433
0.092
0.127
36"
3' -0"
2' -2"
3' -10"
4' 9"
1' 8"
4' 0"
4
V -11"
3
3' -9"
3
3' -9"
43
0.161
0.358
1.714
0.132
0.178
42"
3' -0"
2' -2"
4' -5"
5' -3"
V -5"
3' -2"
4
1' -8"
2
2' -11"
3
2' -11"
32
0.112
0.318
1.738
0.180
0.243
48"
3' -0"
2' -2"
5' -0"
5' -9"
2' -0"
3' -2"
4
2' -3"
3
2' -11"
3
2' -11"
35
0.145
0.352
2.052
0.235
0.317
54"
3' -0"
2' -2"
1
5' -7"
6' -3"
1 2'-7"
1 3' -2"
1 4
2' -10"
1 5
2' 11"
3
2' -11"
W1 (FT.)
FOR �BAR VSIZE
ELEVATION
PLAN
41 0.160 0.386 2.387 0.297 0.401
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
Z
O 0
�>-
Q Q
Q 3
H
= (D
LL U
JaZ
O x
O
CC O
QU�OFO -1
H
cf) LL 0
cc F-i
O ° L7 Q
z H
1 a~
Q O
2
0 z
LL I--I
(D U)
3 m �LL-I
a
c =
° V
o 1�- �
o0Z)
Q W =
� H �
o W -
_ N
0 T
_jO
Z V
W
HEET 1 OF 2
840.02
z
00
�Q
Q
;z=
LLJa1 --1Z
O O 0 x
CC
QUccco
COHLLO_j
0 °C/3
z .
1 CL
LU °
x
0 Z
LL I--I
0 N
H
cr-
LO
0 � �
Z
Q W �
1.- 1-
= = N
cf) 0
F� Z
J
z
Z
w
HEET 2 OF 2
840.02
ENDWALL DIMENSIONS
FT.
MINIMUM
z
MIN. /MAX.
MIN. /MAX.
MIN. /MAX.
00
PIPE DIA.
BAR SIZE
H1(FT.)
Q
D (FT.)
W1
NOTES:
1.0
#5 @ 8"
1.25/2.00
2.00/3.75
Q��
D
6"
* THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
STANDARDS: 838.01, 83 8.11, 838.21, 838.27, 838.33,
rZ-1CC U
LL _J r-1 Z
1.25/2.00
3.00/3.75
838.39, 838.51, 838.57, 838.63 AND 838.69.
° c o =
Z
6.50/6.75
1.50
* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
W Q LL =
1 0'
1.50/2.50
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
r
U O (y
2.0
#5 @ B"
* USE 4000 PSI CONCRETE.
x ~ Z W
0
1.75/2.50
4.00/4.25
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
F- LL ° J
#5 @ B"
2.50/3.50
4.00 /6.00
p 0 N
4.50/5.50
-
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
#5 @ B"
0 I
5.00 /6.00
TO ASTM A185 WITH 2" MIN. CLEARANCE.
Z 1--1
11.50/11.75
H2
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
N 1'
fL-1 -1
6.00/6.75
3.25/3.50
OSHA STANDARD 1926.704.
r W °
H1 I
#5 @ 811
* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
T °
I
fD
6.50/6.75
CONTRACTOR
4.5
#5 @ 8"
-
ALL ELEMENTS PRECAST TO MEET ASTM C913.
3.25/4.00
- - - -
13.50/15.75
WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
#5 @ B"
34 A
7.00/8.50
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
7.25/9.25
13.75/15.75
5.5
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1 ".
4.50/5.00
611
8" O.C.(TYP.)
7.25/9.25
14.00/15.75
6.0
REFER TO CHART
4.5015.00
3
3.25/4.00
FOR BAR SIZE
14.75/16.75
LU
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
J Ne
SIDE
AT B" CTS. THE CONTRACTOR WILL HAVE THE OPTION
TO INCREASE THIS BAR SIZE AS NEEDED.
=
a O
ENDWALL DIMENSIONS
FT.
MINIMUM
MIN. /MAX.
MIN. /MAX.
MIN. /MAX.
MIN. /MAX.
MIN. /MAX.
PIPE DIA.
BAR SIZE
H1(FT.)
H2(FT.)
D (FT.)
W1
W2
1.0
#5 @ 8"
1.25/2.00
2.00/3.75
1.25/1.75
3.00/3.75
5.50/6.00
1.25
#5 @ 8"
1.25/2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.50/6.75
1.50
#5 @ B"
1.25/2.00
3.00/4.25
1.50/2.50
3.50/3.75
6.50/6.75
2.0
#5 @ B"
1.50/2.50
4.00/4.75
1.75/2.50
4.00/4.25
7.50/8.25
2.5
#5 @ B"
2.50/3.50
4.00 /6.00
2.00/3.00
4.50/5.50
10.00/11.50
3.0
#5 @ B"
3.00/3.50
5.00 /6.00
2.75/3.50
5.25/5.75
11.50/11.75
3.5
#5 @ 811
3.25/4.50
6.00/6.75
3.25/3.50
6.00/6.75
12.00/13.25
4.0
#5 @ 811
3.50/4.50
6.50/7.00
3.25/3.50
6.50/6.75
13.00/13.25
4.5
#5 @ 8"
4.00/5.00
6.50/8.50
3.25/4.00
7.00/9.25
13.50/15.75
5.0
#5 @ B"
4.50/5.00
7.00/8.50
3.25/4.00
7.25/9.25
13.75/15.75
5.5
#5 @ B"
4.50/5.00
7.50/8.50
3.25/4.00
7.25/9.25
14.00/15.75
6.0
#5 @ 8"
4.5015.00
7.50/8.50
3.25/4.00
7.75/9.25
14.75/16.75
BRIAR CHAPEL
BOULDER POINT DRIVE EXTENSION
CHATHAM COUNTY, NORTH CAROLINA
N C D OT DRAINAGE DETAILS
DATE:
APRIL 17, 2015
MCE PROS. #
02735 -0113
D RAW N
BSS
DESIGNED
BSS
CHECKED
GCA
PROS. MGR.
CHS
D2.2
N/A
0) 0 3
Q L1J LU
o W a
° ~ LLI N
Ct n
oV cc
ZQ Z F-
O
V
N
x
N
0 w
_a0
z
CD
Z W U)
w
0
0
LL
EET 1 OF 1
138.80
SCALE
MBC FILE NUMBER
D2.X
HORIZONTAL:
DRAWING NUMBER
N/A
VERTICAL:
D2.2
N/A
STATUS: FINAL DRAWINGS REVISION
FOR REVIEW PURPOSES ONLY ,

1 1/2'
3" 0 0 o 0
0 0 0
3" (TYP.)
MiIIIIIII11M. Ii
5/8" x 1 1/2" 1 13/16" DIA. HOLES (TYP.)
SLOTS (TYP.) 5/8" DIA. HOLES FOR
LAG SCREWS (TYP.)
0 0
0 0
0
.
6" 13'18 1/4"1 8 1/4'13"1 V -1 1/2"_ 1 V -1 1/2" 3" V -1 1/2" V -1 1/2" 3" 8 1/4"18 1 /4" 3" 6"
STANDARD STEEL RAIL DETAIL
699 x328 "x9' -6"
NTS
r.
3" (TYP.)
SIDE VIEW
UNCOATED
ASTM A 588
STEEL
4' - 5"
IN ACCORDANCE
WITH ASTM A 123
1 1/2"
FRONT VIEW
3 1/4"
DIA. SHY LINE
BEGIN FLARE
EDGE OF PAVEMENT
STANDARD POST SECTION STEEL
BACKED TIMBER GUARDRAIL
WI_12
PAY LIMITS FOR TYPE
FAT -30 TERMINAL SECTION
2' — 6" POST DETAIL STEEL — BACKED STEEL SPLICE PLATE FOR GUARDRAIL LIMITS LIMITS
WITH FOR GUARDRAIL WITH
W6 x 15 TIMBER GUARDRAIL
—7 STEEL RAIL
BACKING TYPE FAT -20 TYPE FAT -30
NTS = L TERMINAL SECTION TERMINAL SECTION
View A
STRAIGHT SPLICE PLATE ELEVATION I I I I NTS DELINEATOR SEE GROUND LINE I I I I CONCRETE ANCHOR JIL j NOTE 2 & TABLE 1 6" x 12" x 10' ROUGH I I I I FOR TYPE FAT -20 t I CONCRETE ANCHOR
3 1 /4 SAWN TIMBER RAIL L J L J TERMINAL SECTION L J FOR TYPE FAT -30
A 1" 1 1/2" 10' (TYP.) (SEE VIEW A) TERMINAL SECTION
(SEE VIEW A)
ELEVATION
2' -6"
3" 300 7 1 /2" 3„ 7 1 /2" 3„ „
3
1 1/2"
O O O O
3"
O O O
1 1/2T
\\\L
7/8" x 1 1/4" BOLT SLOTS (TYP.) 3/4" x 2 1/4" BOLT SLOTS
SPLICE PLATE DETAIL
6" x 328" x 2'- 6"
NTS
6 "x 3/8" x 9'— 6"
STEEL RAIL (TYP.)
6" x 3/8" x 2'— 6"
STRAIGHT SPLICE PLATE
3/4" DIA. x 8" ROUND HI
WITH HEX NUT & WASHER
5/6" DIA. x 6" ROUND HE
WITH HEX NUT & WASHER
POST CONNECTION FOR
STRAIGHT SECTIONS
NTS
SEAL
1 ISSUED FOR PERMITTING 2015.04.17
REV. NO. DESCRIPTIONS DATE
REVISIONS
HOLE (TYP.)
x 12" x 10' ROUGH
WN TIMBER RAIL
A. x 4" LAG SCREW
'ILL 3/8" HOLES
:) IN TIMBER (TYP.)
)OD BLOCKOUT
LONG
SEAL
,,
��N ... c?Rp ''%
036348
% 04/17/2015
�
STRAIGHT SPLICE PLATE 3" 1 1 1/2" \- STANDARD
STEEL RAIL
�W6x15
STEEL POST
-n1 nl -ni=ne
1" MIN.
o. A EXPOSED
GALVANIZING
REAR VIEW
POST CONNECTION
ELEVATION
NTS
6"
`O 2 1/2'
I 2' 3 1/4"
N
4„
1/2" � 1/2" 1 —4"
1/2
DELINEATOR
1" MIN.
EXPOSED
GALVANIZING
2' MIN.
STANDARD SECTION WITH CURB
NTS
DELINEATOR SPACING
30'
SPACE
< 300'
20'
(FLARE LENGTH)
50'
BSS
TOP OF FILL
GCA
PRO3. MGR.
SIDE SLOPE
N/A
5/$" O CARRIAGE BOLT
WITH HEX NUT AND
PLATE WASHER
BLOCK, TYPE A ONLY
— -
- —
r.
IB LARE RATE =A:B
I— — —
A
N
SHY LINE
SEE ROADWAY TYPICAL
OFFSET
SECTION FOR OFFSET
D I STNAC E
WI_12
PAY LIMITS FOR TYPE
FAT -30 TERMINAL SECTION
2' — 6" POST DETAIL STEEL — BACKED STEEL SPLICE PLATE FOR GUARDRAIL LIMITS LIMITS
WITH FOR GUARDRAIL WITH
W6 x 15 TIMBER GUARDRAIL
—7 STEEL RAIL
BACKING TYPE FAT -20 TYPE FAT -30
NTS = L TERMINAL SECTION TERMINAL SECTION
View A
STRAIGHT SPLICE PLATE ELEVATION I I I I NTS DELINEATOR SEE GROUND LINE I I I I CONCRETE ANCHOR JIL j NOTE 2 & TABLE 1 6" x 12" x 10' ROUGH I I I I FOR TYPE FAT -20 t I CONCRETE ANCHOR
3 1 /4 SAWN TIMBER RAIL L J L J TERMINAL SECTION L J FOR TYPE FAT -30
A 1" 1 1/2" 10' (TYP.) (SEE VIEW A) TERMINAL SECTION
(SEE VIEW A)
ELEVATION
2' -6"
3" 300 7 1 /2" 3„ 7 1 /2" 3„ „
3
1 1/2"
O O O O
3"
O O O
1 1/2T
\\\L
7/8" x 1 1/4" BOLT SLOTS (TYP.) 3/4" x 2 1/4" BOLT SLOTS
SPLICE PLATE DETAIL
6" x 328" x 2'- 6"
NTS
6 "x 3/8" x 9'— 6"
STEEL RAIL (TYP.)
6" x 3/8" x 2'— 6"
STRAIGHT SPLICE PLATE
3/4" DIA. x 8" ROUND HI
WITH HEX NUT & WASHER
5/6" DIA. x 6" ROUND HE
WITH HEX NUT & WASHER
POST CONNECTION FOR
STRAIGHT SECTIONS
NTS
SEAL
1 ISSUED FOR PERMITTING 2015.04.17
REV. NO. DESCRIPTIONS DATE
REVISIONS
HOLE (TYP.)
x 12" x 10' ROUGH
WN TIMBER RAIL
A. x 4" LAG SCREW
'ILL 3/8" HOLES
:) IN TIMBER (TYP.)
)OD BLOCKOUT
LONG
SEAL
,,
��N ... c?Rp ''%
036348
% 04/17/2015
�
STRAIGHT SPLICE PLATE 3" 1 1 1/2" \- STANDARD
STEEL RAIL
�W6x15
STEEL POST
-n1 nl -ni=ne
1" MIN.
o. A EXPOSED
GALVANIZING
REAR VIEW
POST CONNECTION
ELEVATION
NTS
6"
`O 2 1/2'
I 2' 3 1/4"
N
4„
1/2" � 1/2" 1 —4"
1/2
DELINEATOR
1" MIN.
EXPOSED
GALVANIZING
2' MIN.
STANDARD SECTION WITH CURB
NTS
DELINEATOR SPACING
CURVE RADIUS
SPACE
< 300'
20'
> 300'
50'
v
qKM&CMED v
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F -1222
www.mckimcreed.com
TOP OF SLOPE
13/6 "O HOLES
(TYP.)
A-�
29_0„
+ +�
8— 4»
2' -3„
A-<-J
VIEW A
APPROACH AND DEPARTURE FLARE WITH
FLARED ANCHOR TERMINAL (FAT)
NTS
z_w
o
6" 1' -0"
F1'r- GROUND LINE
jN i� w 3/4'x1' -9" BOLT WITH
HEX NUT AND WASHER
r > (TYP.)
N
Y2" THICK STEEL
BEARING PLATES
2' -3„
SECTION A -A
CONCRETE ANCHOR
NTS
NOTES
1. MATERIALS AND CONSTRUCTION OF THE GUARDRAIL SHALL CONFORM
TO SPECIAL PROVISION PROVIDED WITH THE PROJECT.ALL HARDWARE
IN CONTACT WITH THE GROUND SHALL BE GALVANIZED IN
ACCORDANCE WITH THE SPECIAL PROVISION.
2. DELINEATOR REFLECTORS SHALL BE BROWN PLASTIC INVERTED
T— SECTIONS CONFORMING TO DURAFLEX CORP. SLEXX 2020, OR
APPROVED EQUAL. REFLECTIVE SHEETING SHALL BE SQUARE, AND A
MINIMUM OF 19 SQ. IN., AND CONFORM TO SECTION M.18.09.
DELINEATORS SHALL BE ATTACHED WITH FOUR (4) 1" — LONG,
GALVANIZED WOOD SCREWS. REFLECTORS SHALL BE SPACED IN
ACCORDANCE WITH THE TABLE, AND POSITIONED PERPENDICULAR TO
THE ADJACENT EDGE OF LANE. DO NOT ATTACH REFLECTORS ON
FLAIR OR TERMINAL SECTIONS. REFLECTIVE SHEETING SHALL BE
SILVER —WHITE ON ALL RAIL SECTIONS ADJACENT TO THE RIGHT
SHOULDER, AND YELLOW ON RAIL SECTIONS ADJACENT TO THE LEFT
SHOULDER OF TRAVEL LANES.
3. TWO ADDITIONAL 5/6" DIA. X 4" LONG LAG SCREWS AND WASHERS
SHALL BE INSTALLED AT ALL MID —SPAN POINTS FOR STANDARD
SYSTEMS.
4. ALL CONNECTION HARDWARE SHALL BE SUFFICIENTLY TIGHTENED TO
ACCOMMODATE FOR SHRINKAGE OF THE WOOD ELEMENTS.
BRIAR-7SKCHAPEL'�
"I
L17
Newland COMMUNITIES
9„
3/6"O HOLE (TYP.)
3" 3"
STEEL BEARING PLATE
5. FOR THE END ANCHOR TYPE II, EXTEND THE FLARE INTO THE
CUT SLOPE UNTIL A MINIMUM 12" OF COVER IS OBTAINED
OVER THE GUARDRAIL END.
6. FOR THE END ANCHOR TYPE I, EXTEND THE FLARE OUT SIDE
THE CLEAR ZONE AND BURY THE GUARDRAIL END TO OBTAIN
A MINIMUM COVER OF 4 ".
7. BEGIN THE CUT FLARE AT THE NEAREST POST TO A
TRANSITION POINT BETWEEN FILL AND CUT AS DIRECTED BY
THE ENGINEER.
8. THE GUARDRAIL FLARE SHOWN ON THE MISCELLANEOUS
DETAILS IS THE MINIMUM LENGTH AND RATE REQUIRED AS
DIRECTED BY THE ENGINEER. FLARE THE GUARDRAIL SO THAT
THE TERMINAL SECTION IS OUTSIDE THE CLEAR ZONE.
BRIAR CHAPEL
BOULDER POINT DRIVE EXTENSION
CHATHAM COUNTY, NORTH CAROLINA
GUARDRAIL DETAILS
DATE:
APRIL 17, 2015
MCE PRO3. #
02735 -0113
D RAW N
BSS
DESIGNED
BSS
CHECKED
GCA
PRO3. MGR.
CHS
D2.3
N/A
SCALE
MBC FILE NUMBER
D2.X
HORIZONTAL:
DRAWING NUMBER
N/A
VERTICAL:
D2.3
N/A
STATUS: FINAL DRAWINGS REVISION
,FOR REVIEW PURPOSES ONLY 1 ,

BIORETENTION AREA #20 PLAN VIEW
SCALE = 1 " = 20'
3•• I
IN SITU MATERIAL
6 IN. PERFORATED HDPE SECTION
NTS
SEAL
1 ISSUED FOR PERMITTING 2015.04.17
REV. NO. DESCRIPTIONS DATE
REVISIONS
SEAL
\ ,, , , , \ I I I I I I I I ///,//
...�?,,
RO''%
036348
C •, 04/17/2015
ENGINEER.• �Q�•\\.
7r_
FINISH GRADE EL.521.00
- 6" PERFORATED
HDPE UNDERDRAIN PIPE
'7 1 -YR WSE 522.34'
TOP OF RIPRAP EL= 521.50
v
v qKM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F -1222
www.mckimcreed.com
'43
PLACE CEMENT
MORTAR
CONCRETE PRESSURE
PIPE JOINT DETAIL
NTS
3' BERM WIDTH BIORETENTION SURFACE AND SIDE
TOP EL. 521.50 SLOPES TO BE PLANTED WITH
RFRMIInA Rnn GRnWN IN
NON- CLAYEY SOILS
, _ 3• SOLID 6" PVC -\
FILTER FABRIC LINING
4 IN. WASHED SAND
BRIAR-7SKCHAPEL'�
Newland COMMUNITIES
PLACE CEMENT MORTAR
IN JOINT SPACE
SECTION H
HDPE FLAT ROOF
TRASH RACK
24' WIDE x 3" TALL OPENING
INV. 522.00
CAP AND COUPLING
FLUSH WITH GRADE
....... ........ . . . . . .
t
BIORETENTION AREA NOTES:
1. ALL CONCRETE TO BE 3000 PSI ® 28 DAYS.
2. ALL STORM DRAIN CLEANOUTS ARE TO BE SPACED AT 75' MAX.
3. CONTRACTOR SHALL CALL ENGINEER FOR ON —SITE INSPECTION OF
BIORETENTION AREA DURING CONSTRUCTION.
4. BIORETENTION AREA TO BE PROTECTED FROM SEDIMENT ACCUMULATION
DURING ALL PHASES OF CONSTRUCTION.
5. BIORETENTION MEDIA SHALL NOT TO BE PLACED UNTIL 100% OF
DRAINAGE AREA TO POND IS STABILIZED WITH HARDSCAPE, TURF, ETC.
6. BIORETENTION MEDIA IS TO BE PLACED AND RAKED IN BY HAND. AT
NO TIME SHALL LARGE EQUIPMENT DRIVE OVER THE MEDIA AFTER IT
HAS BEEN PLACED. THE MEDIA SHALL NOT BE COMPACTED OVER 85 %.
STANDARD PROCTOR IN ORDER TO MAINTAIN PROPER INFILTRATION
RATES.
7. MAXIMUM TIME WATER SHOULD POND IS 12 HOURS.
8. IF SOD IS TO BE INSTALLED, ONLY SOD GROWN IN SANDY SOILS ARE TO
BE ALLOWED. SOD GROWN IN CLAY SOILS WILL NOT BE ALLOWED.
ENGINEERED BIORETENTION AREA MEDIA:
in law I =,Wa, 11121 e�"1• 11w*i. I_1 I41111111I21:4mfli =10 4 501112 2 1eZ9l:4rh1NY-5
A)PH RANGE: 5.5 — 6.5 ASTM D4972
B)ORGANIC MATTER: 3 — 5% AASHTO
T194
C)SAND CONTENT 85— 88% AASHTO T88
D)FINES (SILT AND CLAY) CONTENT 8 — 12% AASHTO T88
E) PHOSPHOROUS INDEX (P -1) 10 — 30 NCDA
2. BIORETENTION MEDIA SHALL HAVE A MINIMUM INFILTRATION RATE OF
1.0 " /HR.
3. BIORETENTION MEDIA SHALL HAVE A MAXIMUM INFILTRATION RATE OF
6.0 " /HR.
4. THE MEDIA SHALL BE A UNIFORM MIX, FREE OF STONES, STUMPS,
ROOTS OR OTHER SIMILAR OBJECTS LARGER THAN TWO INCHES. NO
MATERIALS OR SUBSTANCES SHALL BE MIXED OR DUMPED WITHIN THE
BIORETENTION AREA THAT MAY BE HARMFUL TO PLANT GROWTH, OR
PROVE A HINDRANCE TO THE PLANTING OR MAINTENANCE OPERATIONS.
THE PLANTING SOIL SHALL BE FREE OF BERMUDA GRASS, QUACKGRASS,
JOHNSON GRASS, OR OTHER NOXIOUS WEEDS.
5. PLANTING MEDIA SHALL BE TESTED PRIOR TO INSTALLATION TO MEET
THE CRITERIA LISTED ABOVE AND RESULTS SENT TO CIVIL ENGINEER FOR
REVIEW AND APPROVAL.
6. BIORETENTION MEDIA SHALL BE 'BIORETENTION MIX' FROM WADE MOORE
EQUIPMENT COMPANY, INC. IN LOUISBURG, NC. (919) 496 -3794.
HDPE FLAT ROOF
TRASH RACK
24' WIDE x 4" TALL OPENING (2 SIDES W/ HDPE FLAT ROOF TRASH RACK)
INV. 522.40
�b
TOP ELEV.= 523.50
18" CONCRETE PRESSURE PIPE INV. 517.23
SEE DETAIL SHEET D4.1
III PHIMI /_t12INI11
BIORETENTION AREA SECTION
NTS
BRIAR CHAPEL
BOULDER POINT DRIVE EXTENSION
CHATHAM COUNTY, NORTH CAROLINA
BMP #20 PLAN & DETAILS
24 IN.
-5 FT. x5 FT. x1 FT. THICK
CAST IN PLACE
ANTIFLOTATION BLOCK
4 - #8 BARS (G60)
45 DEG. AROUND BASE
THAT PENETRATE
THROUGH RISER
COMPACTED ABC STONE
WRAPPED IN
NON -WOVEN FILTER
FABRIC
r
DATE:
-144
APRIL 17, 2015
MCE PROS. #
02735 -0113
D RAW N
BSS
DESIGNED
BSS
CHECKED
GCA
PROS. MGR.
CHS
❑
❑
❑
❑
❑
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3' X 3' PRECAST
CONCRETE RISER
6" HDPE
INV. IN
517.33
�b
TOP ELEV.= 523.50
18" CONCRETE PRESSURE PIPE INV. 517.23
SEE DETAIL SHEET D4.1
III PHIMI /_t12INI11
BIORETENTION AREA SECTION
NTS
BRIAR CHAPEL
BOULDER POINT DRIVE EXTENSION
CHATHAM COUNTY, NORTH CAROLINA
BMP #20 PLAN & DETAILS
24 IN.
-5 FT. x5 FT. x1 FT. THICK
CAST IN PLACE
ANTIFLOTATION BLOCK
4 - #8 BARS (G60)
45 DEG. AROUND BASE
THAT PENETRATE
THROUGH RISER
COMPACTED ABC STONE
WRAPPED IN
NON -WOVEN FILTER
FABRIC
r
DATE:
-144
APRIL 17, 2015
MCE PROS. #
02735 -0113
D RAW N
BSS
DESIGNED
BSS
CHECKED
GCA
PROS. MGR.
CHS
SCALE
MBC FILE NUMBER
D3.X
HORIZONTAL:
DRAWING NUMBER
AS NOTED
VERTICAL:
D3.1
N/A
STATUS: FINAL DRAWINGS REVISION
FOR REVIEW PURPOSES ONLY 1